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HomeMy WebLinkAboutPP - 15005 TUKWILA INTERNATIONAL BLVD - TUKWILA JUSTICE CENTER - PERMITS AND PLANS15005 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 19-F-207 19-5-188 SYMBOL LEGEND ITEM NO. SYMBOL QTY. TOTAL DESCRIPTION 1 0 5 STANDARD BASE - DB -11 / 500-094151 2 FA -04 7 CONTROL RELAY - HTRI-R / 500-033300 CR FA -06 3 I 1 HEAT DETECTOR - FDT421 / S54320 -F5 -A1 4 FA -09 5 DUAL MONITOR MODULE - HTRI-R / 500-033360 I F1TP14SRD-FPLR/F1TP14SRD-FPLP 5 PER NEC Sc PROJECT SPECIFICATIONS 2 MINI MONITOR MODULE FOR POWER SUPPLY TROUBLE - HTRI-M / 500-034000 E SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 6 DRAWN BY: BSG 2 LOCKING MANUAL PULL STATION w/ MINI MODULE - MSM -K / 500-698215 LK P CHECKED BY: RJ 7 OF 11 SHEETS 12 PULL STATION - DUAL ACTION - HMS -D / 500-033400 PDA 8 ® 4 SMOKE DETECTOR - FD0421 / S54320 -F4 -A1 9©L 4 DUCT DETECTOR - FDBZ492 / S54319 -B22 -A1 10 NOT USED 11 NOT USED 12 D WP 1 24VDC BELL - MBDC-10 / 500688448 13 mow- 11 END OF UNE RESISTOR - PROVIDED WITH POWER SUPPLY 14 1E1 110CD 1 HORN/STROBE - ZH-MC-W / 500-636162 15 01<i 15CD 103 HORN/STROBE - ZH-MC-W / 500-636162 16 H1 15CD WP HORN/STROBE 17 FK 30CD 25 HORN/STROBE - ZH-MC-W / 500-636162 18 Fjj 30�CPD 2 HORN/STROBE 19 FETA 75CD 15 HORN/STROBE - ZH-MC-W / 500-636162 20 F 3 wPD 1 WP STROBE - AS -75 -R -WP / 500-636016 21 1 TAMPER SWITCH - BY OTHERS 22 4 1 WATER FLOW SWITCH - BY OTHERS 23 2 ANNUNCIATOR - REMOTE DISPLAY TERMINAL w/ CONTROL / FT2015-U2 ANN 24 1 FIRE ALARM CONTROL PANEL - DESIGO 252 POINT PANEL / FC2025-US FACP 25 3 9AMP NAC POWER SUPPLY - PAD4-9A / S54339 -A3 -A1 NAC Sequence of Operations Matrix s SEV A 15054 R V TTA DRAW u S \GS I- 0R: \HH\AO\AL BLVD /KW LA, WA 98188 A ARV SVS MTH S GO I- C2025 V \S PROJ CT #440P 2 /248 / SCOPE OF WORK: INSTALL NEW FIRE ALARM CONTROL PANEL AND ASSOCIATED FIRE ALARM SYSTEM IN NEW JUSTICE CENTER WITH 6AMP NAC POWER SUPPLY AND ASSOCIATED NAC DEVICES. System Outputs A B C D E F G H J K L M N 0 ALARM ANNUNCIATION AT PANEL • 8 8 • 8 TROUBLE ANNUNCIATION AT PANEL 8 • SUPERVISORY ANNUNCIATION AT PANEL • • ALARM TRANSMITTED TO ALARM COMPANY 8 8 8 8 8 TROUBLE TRANSMITTED TO ALARM COMPANY • 8 • SUPERVISORY TRANSMITTED TO ALARM COMPANY ACTIVATE NOTIFICATION APPLIANCES 8 • • PRIMARY ELEVATOR RECALL SECONDARY ELEVATOR RECALL 8 ELEVATOR FIRE HAT 8 ELEVATOR SHUNT TRIP 8 ACTIVATE ELEVATOR PRESSURIZATION DOOR INTERFACE UNLOCK • • • • • • CLOSE SMOKE -FIRE DAMPERS ON FLOOR OF INCIDENCE • SHUTDOWN ASSOCIATED HVAC EQUIPMENT Without Comments As Noted in Red Per The Attached Letter Then:..: S have been reviewed by The Tukwila Fire Pre • .ureau for conformance with current City star=r..3 c.. Acceptance,, is subject to errors and o ..:: ',nn which do no authorize violations of adopted c • and ordinances The respon. ioilicy for the & design r s _ totally with the designer, deletions Oe ,:visions to these drawings ait - .';i void trtlr, '.+.r eptance and 1,49 require a re:. o;r: of " ?A; nqs''. 'it srr- i 1f ;fppro"ril. ;.i ceeptancf =.:u)eck to field test and inspection by The 1 ukwila Fire Prevention Bureau. Date: U- G -1 6y: S 1 svu. re uie+c ci M hv+c x . 4o v eki✓yhGe.. 1hy�41i onrtt c- Lik to '0 Fire Permit I`ILi mer 1'1 -F-9 To schiedUic i; ::.):. ,-,si n s Call 206-575-4407 GENERAL NOTES: 1. IDENTIFYING NUMBERS ADJACENT TO INITIATING DEVICE DENOTES ADDRESS. SUBSCRIPT ADJACENT TO INDICATING APPLIANCE DENOTES CANDELA RATING. 2. ALL INSTALLATION MATERIAL SUCH AS CONDUIT, FITTINGS, BOXES, HANGERS ETC. NOT SUPPLIED BY SIEMENS, FIRE SAFETY DIVISION, UNLESS OTHERWISE NOTED. 3. WIRING RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED IN THE FIELD. 4. ALL WIRING MUST CONFORM WITH LOCAL & NATIONAL CODES. 5. DETECTOR AND AUDIBLE ALARM DEVICE CIRCUIT POLARITY MUST BE OBSERVED. 6. ALL DETECTOR CIRCUIT WIRING SHALL BE 1 PAIR TWISTED FIRE ALARM CABLE, #16awg MINIMUM, 14awg MAXIMUM, 600V DIELECTRIC, UNLESS OTHERWISE INDICATED OR SPECIFIED. 7. WHERE ALLOWED, ALL WIRING NOT IN CONDUIT MUST BE FIRE -RATED PER N.E.C. WHEN INSTALLED IN A CEILING INTERSTITIAL SPACE BEING USED AS A RETURN AIR PLENUM, WIRING MUST BE WIRING MUST BE PLENUM -RATED AND FIRE -RATED PER N.E.C. 8. DO NOT INSTALL SMOKE DETECTORS WITHIN 36" OF FORCED AIR OPENINGS, NOR WITHIN 12" OF FLUORESCENT LIGHTING FIXTURES. 9. THE FOLLOWING CIRCUITS MUST BE SUPERVISED, WHICH DOES NOT ALLOW ANY BRANCHING. "T -TAPPING" IS NOT ALLOWED: CONVENTIONAL, INITIATING DEVICE CIRCUITS, (IDC). ADDRESSABLE/INTELLIGENT SIGNALING LINE CIRCUITS, (SLC), WIRED CLASS "A" ALL ALARM NOTIFICATION APPLIANCE CIRCUITS (N.A.C.) 10. ELECTRICAL ROUGH -IN BACKBOX SIZES ARE AS SHOWN IN EQUIPMENT SCHEDULE, UNLESS SPECIFICALLY NOTED ON SYSTEM DRAWINGS. 11. DURING SYSTEM INSTALLATION, INSTALLING CONTRACTOR SHALL MAINTAIN A SET OF FIELD DWGS, INDICATING BY RED -LINE, CHANGES IN THE ROUTING OF ALL CONDUIT OR CABLING AND DEVICE LOCATIONS INCLUDING ADDRESS REVISIONS. PROVIDE SIEMENS, FIRE SAFETY DIVISION, WITH A SET OF THESE MARKED UP DWGS FOR AS -BUILT PURPOSES. 12. CIRCUIT WIRING COLOR CODE SHALL BE AS DESCRIBED IN THE CONTRACT SPECIFICATIONS. 13. ALL CONDUIT PENETRATIONS THROUGH FIRE -RATED WALLS AND FLOORS SHALL BE SEALED TO MAINTAIN THE FIRE SEPARATION RATING. SHEET NUMBER SHEET DESCRIPTION FA -00 COVER SHEET FA -01 INSTALLATION DETAILS FA -02 DEVICE WIRING DIAGRAMS FA -03 PANEL LAYOUTS FA -04 RISER DIAGRAMS FA -05 FACP & NAC CALCULATIONS FA -06 1ST FLOOR PLAN - AREA A FA -07 1ST FLOOR PLAN - AREA B FA -08 1ST FLOOR PLAN - AREA C FA -09 2ND FLOOR PLAN - AREA A FA -10 2ND FLOOR PLAN - AREA B WIRE LEGEND FOR CROSS REFERENCE ONLY SIEMENS/ANDUER CABLE\PRISER/PLENUM SYMBOL DESCRIPTION TYPE OF CIRCUIT A 1 PAIR 16 AWG TWISTED FIRE RATED ADDRESSABLE DATA (SLC) F1TP16SRD-FPLR/F1TP16SRD-FPLP B 1 PAIR 14 AWG TWISTED FIRE RATED STROBE (NAC) F1TP14SRD-FPLR/F1TP14SRD-FPLP E 1 PAIR 16 AWG TWISTED FIRE RATED INITIATING CONVENTIONAL (IDC) F1TP 1 6SRD-FPLR/F1TP16SRD-FPLP P 1 PAIR 12 AWG TWISTED FIRE RATED AUXILIARY POWER 24VDC F1TP12SRD-FPLR/F1TP12SRD-FPLP N 1 PAIR 14 AWG TWISTED FIRE RATED NETWORK (SLC) DIGITAL DATA F1TP14SRD-FPLR/F1TP14SRD-FPLP // PER NEC Sc PROJECT SPECIFICATIONS PANEL POWER 120VAC, OR OTHER\PSYSTEMS-INTERFACE CONTROL POWER _ z g to rr � o Z o N o REVISED PER PRELIMINARY REVIEW o'o rn r r 0 N M d' N to BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR LA JUSTICE CENTER 1-50- ' INTERNATIONAL BLVD TUKWILA, WA., 98188 COVER SHEET DRAWN BY: BSG SCALE: NOT TO SCALE DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA OC OF 11 SHEETS DUCT SMOKE DETECTOR PLACEMENT NOTES; THE PRIMARY PURPOSE OF A SMOKE DUCT DETECTION IS LIFE SAFETY. THE GOAL iS TO LIMIT THE TRANSFER AND RECALCULATION OF SMOKE FROM AREA TO AREA. THE STATE BUILDING CODES REQUIRES BLOWERS TO SHUT DOWN AND DAMPERS ACTUATE WHEN SMOKE IS PRESENT IN HVAC DUCT WORK. A SECONDARY GOAL IS TO PROTECT THE HVAC SYSTEM FROM ITSELF FROM FIRE AND SMOKE DAMAGE. 1. THIS DETAIL REPRESENTS THE MINIMUM STANDARDS AS DESCRIBED IN THE INTERNATIONAL MECHANICAL CODE PROJECT REQUIREMENTS AND/OR FIELD CONDITIONS MAY REQUIRE PLACEMENT OF ADDITIONAL DUCT DETECTORS. 2. MOUNT THE DUCT DETECTOR HOUSING ON THE SIDE OF THE DUCT WORK AND VERIFY ACCESSIBILITY FOR MAINTENANCE & TESTING. 3. RETURN DUCT DETECTOR INSTALLATION SHOULD BE LOCATED AT EVERY RETURN NR OPENING WITHIN THE SMOKE COMPARTMENT, OR WHERE THE AR EXITS EACH SMOKE COMPARTMENT OR IN THE DUCT SYSTEM BEFORE AIR ENTERS THE RETURN AIR SYSTEM COMMON TO MORE THAN ONE COMPARTMENT. 4. SUPPLY DUCT DETECTOR INSTALLATION SHOULD BE DOWNSTREAM OF FANS, FILTERS, CHILLERS, HEATERS, AND HUMIDIFIERS. 5. ALL DUCT DETECTORS SHOULD BE BETWEEN 6 TO 10 DUCT WIDTHS DOWNSTREAM FROM OPENINGS, DEFLECTION PLATES, SHARP BENDS, OR BRANCH CONNECTIONS. WHERE THIS IS PHYSICALLY IMPOSSIBLE, THE DETECTOR CAN BE POSITIONED CLOSER THAN 6 DUCT WIDTHS, BUT AS FAR AS POSSIBLE FROM THE OPENING, BEND, OR PLATES. 6. FOR FURTHER INFORMATION, CONSULT THE INSTALLATION MANUAL INCLUDED WiTH EACH UNIT. 7. COORDINATE EXACT LOCATIONS AND QUANTITY OF DUCT SMOKE DETECTORS WiTH MECHANICAL CONTRACTOR. HVAC DUCT WIDTH SAMPLE TUBE MODEL 6" TO 12` 1' TO 3' 3' TO 5' 5' TO 10' ST -10 ST -25 ST -50 ST -100 THE ST -100 IS SHIPPED IN TWO ENE FOOT PIECES WiTH A COUPLING FOR FIELD ASSEMBLY. w F- O FEXHAUST DAMPER SMOKE DUCT DETECTOR NOTE SMOKE DUCT DETECTOR REQUIRED FOR HVAC UNIT WTM A TOTAL DESIGN CAPACITY GREATER GREATER THAN 2000 CFM, REF: IMC 2006 ED (606.2.2) RELIEF AIR DIRECTION / MIXED NR DAMPER -•- FRESH AR DIRECTION //////// RETURN AIR FLOW (/) FLOOR RETURN O O AIR DIRECTION COOLING COIL HEATING COIL RETURN FAN (OPTIONAL) NOTE SMOKE DUCT DETECTOR REQUIRED AT EACH STORY FOR RETURN NR RISER WITH A TOTAL DESIGN CAPACITY GREATER GREATER THAN 15,000 CFM AND SERVES TWO OR MORE STORIES, REF: IMC 2006 ED (606.2.3) SUPPLY AIR FLOW 1111101111 aiKNti ECONOMIZER DAMPER) FILTER J MIXED AIR SECTION HUMIDIF1ER1 CONDITIONING SECTION SUPPLY FAN SMOKE DUCT DETECTOR iY O O D NOTE NFPA90A REQUIRES A DUCT DETECTOR ON THE SUPPLY SIDE WiTH A TOTAL DESIGN CAPACITY GREATER GREATER THAN 2000 CFM AND ON THE RETURN SIDE IF THE UNIT IS GREATER THAN 15,000 CFM AND SERVES TWO OR MORE STORIES, REF: NEPA 90A, 2006 ED, 6.4.2.1 - ALL OF THE SAMPLE TUBES MUST BE SECURED AND CENTERED ON DUCTWORK. CUT TO FiT THE DUCT, PLUG THE END, AND SEAL THE PENETRATION. -SCARFED END OF OUTLET TUBE FACES DOWNSTREAM DETECTOR HOUSING SMOKE DUCT DETECTOR EQUIPMENT MOUNTING GENERAL SMOKE DUCT DETECTOR PLACEMENT IN A SINGLE ZONE SYSTEM NOT TO SCALE -FOR INSTALLER'S REFERENCE CLEAR HOUSING COVER 100' 32' - DUE -TO -EXTREME -TEMPERATURES: DO -NOT LOCATE DUCT DETECTORS IN THE FOLLOWING LOCATIONS: • OUTSIDE OR IN UNCONDITIONED AREAS. • NEAR STEAM COILS. • OUTDOOR AIR SUPPLIES. INSTALLATION IN 100% OUTSIDE AIR INTAKES SENSE SMOKE PRODUCED OUTSIDE OF THE BUILDING AND COLD TEMPERATURES MAY DAMAGE THE DUCT DETECTOR HVAC UNIT IF FIELD CONDITIONS PROHIBIT THE INSTAUATION OF A DUCT DETECTOR BEFORE A SPUT, ADDITIONAL DUCT DETECTORS ARE REQUIRED FOR EACH BRANCH DOWNSTREAM. THIS SMOKE DUCT DETECTOR DRAWS AIR FROM THE DUCT THRU THE INLET SAMPLE TUBE AND EXHAUSTS TF BACK INTO THE DUCT THROUGH THE OUTLET TUBE EACH INLET SAMPLE TUBE IS MANUFACTURED WiTH A DIFFERENT NUMBER AND SIZE OF SAMPLING HOLES. THE SPECIFIC MODEL TUBE MUST BE USED FOR THE DUCT WIDTH. THESE TUBES CAN BE CUT TO LENGTH AND MUST SPAN AT LEAST 80% THE WIDTH OF THE DUCT. ALWAYS USE THE NEXT LONGEST STANDARD SIZE AND CUT DOWN TO THE EXACT REQUIREMENT. SAMPUNG TUBES OVER 3.0' MUST BE SUPPORTED ON THE OPPOSITE SIDE OF THE DUCT. TO ENSURE THE CORRECT OPERATION, THE RED STOPPER (SUPPLIED) MUST BE INSERTED IN THE END OF THE AR INPUT SAMPLING TUBE ONE DUCT DETECTOR WILL COVER UP TO 3' HIGH AND 10' WIDE TWO DUCT DETECTORS WILL COVER UP 6' HIGH AND 10' WIDE PROVIDE AND ADDMONAL DETECTOR FOR EACH ADDTRONAL 3' OF HEIGHT. START UP CHECK LIST FINISHED CEIUNG REMOTE ANNUNCIATOR PAIN. 3 Fi CLEARANCE IN FRONT OF THE RA MAX FINISHED FLOOR FIRE ALARM CONTROL PANEL MIN. 3 FT CLEARANCE IN FRONT OF THE FRCP /////// ///7///// / /////////////////////////2//////////////////////// ARE ALARM EQUIPMENT -MOUNTING -HEIGHTS -DIMENSIONS EXiF DOOR / 5' MAX -I ACCEPTABLE MOUNTING AREAS FOR MANUAL PULL STATIONS. LI]" MEASURED FROM THE CENTER OF THE HANDLE. MIN. 42' DUCT SMOKE DETECTOR REMOTE TEST STATION Q TYPICALLY 48' M 90 6' MIN. cm <ea 0 EX Eci- Ea4 16' ir M 8M g"g giqX ilia 2Wgm U MANUAL PULL STATION MOUNTING HEIGHT REFERENCES CODE MINIMUM MAXIMUM NEPA-72 39' 54" IBC 42' 48' ADAAG - +48" 4THE MOST RESTRICITVE FRONT REACH DISTANCE NOTE THIS FIGURE IS BASED ON THE THE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) FRONT w . la M � M Ill lb. \(/,sem 1 ! .1_, j%ii.:�! 7/1 i 77777/7/777 SIDE w . < \\` < WHEELCHAIR ACCESSIBILITY DIMENSIONS 54* 24' MIN. iTO TONE *Inco \--CEiLING MOUNTED STROBE MAXIMUM 16' FROM PILLOW 1 110 CD \-177 CD IF<24' WALL MOUNTED STROBE J STROBE INTENSITY MOUNTING DISTANCE FROM CEILING TO TOP OF LENS 110 CANDELA WALL GREATER THAN OR EQUAL TO 24' 177 CANDELA WALL OR CORM LESS THAN 24" /7/7///////7/1//////7///17/7///77,/ --SPECIAL VISUAL SIGNAL DIMENSIONS FOR ADA SLEEPING AREAS HARMONIZED FIRE ALARM EQUIPMENT MOUNTING DISTANCE REQUIREMENTS - IBC/ADA/NEPA/ANSI NOT TO SCALE --FOR INSTALLER'S REFERENCE +7:'1"'ltJ�T•,}i^',:!*.'t7+YS.7i Ft::t.'fiy,�'1kY":: Y4'�1�1'1N.i :(":?;S'+Y^=!:trA,' i.":?t SMOKE DETECTOR SPACING IN CORRIDORS PER NFPA 72 CORRIDOR WIDTH MAX. DISTANCE FROM DETECTOR AND END OF CORRIDOR MAX. DISTANCE BETWEEN DETECTORS AREA COVERAGE PER DETECTOR A B C 8' 20' - 7" 41' - 2" 330 SQ. FT 10' 20' - 4" 40' - 8" 406 SQ. FT 12' 20' - 1" 40' - 2" 482 SQ. FT 14' 19' - 9" 39' - 6" 553 SQ. FT 16' 19' - 5" 38' - 10" 621 SQ. FT 18' 18' - 11 " 37' - 10" 681 SQ. FT 20' 18' - 5" 36' - 10" 737 SQ FT THIS TABLE IS BASED ON THE UL LISTED SPACING OF A SIEMENS ADDRESSABLE SMOKE DETECTOR OF 30', 900 SQ FT OF COVERAGE. NEPA 72 PERMITS THE 30' CENTER -TO -CENTER SPACING TO BE MODIFIED IN HALLWAYS AND OTHER IRREGULAR SHAPES DUE TO THE UNIQUE SMOKE CHARACTERISTICS EXPERIENCED IN A CORRIDOR THE SPACES USED ABOVE HAVE BEEN CALCULATED AS MAXIMUM DISTANCES PER NEPA 72 2-2.4.1.2. CORRIDOR SMOKE DOOR DETECTOR MOUNTING THIS DIAGRAM IS FOR INFORMATION PURPOSES, NOT DRAWN TO SCALE CONDITIONS AFFECTING SMOKE DETECTOR PLACEMENT: 1. CEILING HEIGHT/ OBSTRUCTIONS 2. CEILING SHAPE AND SURFACE 3. AMBIENT CONDITIONS 4. VENTILATION 0 - 36"---1 MINIMUM 12" OR GREATER HVAC WALL DIFFUSER FINISHED FLOOR 0 DETECTOR MOUNTED IN BEAM POCKET MOUNT A DETECTOR WITHIN 3' OF THE ROOF PEAK SPACING OF ADDITIONAL DETECTORS MI36NIMUMUM 0 HVAC CEIUNG DIFFUSER 15' I 30' 30'-F-15' MAXIMUM SPACING OF SMOKE DETECTORS UNACCEPTABLE MOUNTING AREA WALL MOUNTED SMOKE ALL DISTANCES ARE MEASURED FROM THE CLOSEST EDGE OF THE DETECTOR. SMOKE DETECTOR MOUNTING GUIDELINES NOT TO SCALE, REFERENCE NFPA 72 4" MiN. TYPICAL. FIRE ALARM EQUIPMENT MOUNTING NOTES: THESE MOUNTING DIMENSIONS COMPLY WTTH THE FOLLOWING: • NFPA 72 CHAPTER 5 & 7 • CABO/ANSI A117.1 • IBC 2006, CHAPTER 9 • ADA PARAGRAPH 4.2.5 & 4.2.6 • THE ADA ACCESSI8LTiY GUIDELINES FOR BUILDINGS & FACILITIES (ADAAG) FOR LOW CEILINGS WHERE THE PRESCRIBED MOUNTING HEIGHTS FOR THE SIGNALING APPLIANCES CAN NOT BE MEF, INSTAL. THE APPLIANCE 6" FROM THE CEILING. ALL DEVICE & APPUANCE HEIGHTS SHOULD BE CONSISTENT FOR THE ENTIRE PROJECT. SPECIAL ADA SLEEPING AREAS NOTES: A VISUAL APPLIANCE USED TO AWAKEN A SLEEPING, HEARING IMPAIRED PERSON SWILL BE PERMANENTLY INSTALLED AND LOCATED 16 FEET MAXIMUM FROM THE PILLOW OR "HEAD OF THE BED' LOCATION, MEASURED HORIZONTALLY. WALL MOUNTED APPLIANCES LOCATED AT LEAST 24 INCHES BELOW THE CEILING SHALL HAVE A MINIMUM EFFECTIVE INiENSTiY OF 110 CANDELA CEILING MOUNTED APPLIANCES AND WALL MOUNTED APPLIANCES LOCATED LESS THAN 24 INCHES BELOW THE CEILING ARE TO HAVE A MINIMUM EFFECTIVE INTENSITY OF 177_ CANDELA. IF A SUiTE CONTAINS MORE THAN ONE BEDROOM, A STROBE APPLIANCE SHALL BE PROVIDED IN EACH SLEEPING AREA. LOCATE ADDITIONAL STROBE UGHTS IN ANY LVED -IN ROOM WHERE HEARING IMPAIRED INDMDUALS WOULD NEED TO BE NOTIFIED OF AN ALARM. THE CANDELA IN THESE AREAS ARE SIZED PER STANDARD NEPA 72 ROOM SPACING REQUIREMENTS. M. 1 12" MAX. DETECTOR PLACEMENT NOTES: 1. SMOKE DETECTORS ARE UL LISTED FOR ENVIRONMENTS BETWEEN 32' TO 100' F AND HUMIDITY LESS THAN 93%. 2. ALL MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. 3. SMOKE DETECTORS SHOULD NOT BE LOCATED IN DIRECT AR FLOW OR CLOSER THAN 3 FT (36 IN) FROM AN AIR SUPPLY DIFFUSER. 4. DO NO MOUNT DETECTORS WITHIN 4" OF ANY CORNER DUE TO THE DEAD AIR SPACE. 5. AVOID LOCATING SMOKE DETECTORS IN CLOSE PROXIMITY TO DOMESTIC SMOKE SOURCES SUCH AS KITCHENS, AND AREAS OF RELATIVELY HIGH HUMIDITY WHERE CONDENSATION MAY OCCUR. 6. AVOID LOCATING HEAT DETECTORS IN CLOSE PROXIMITY TO DOMESTIC HEAT SOURCES SUCH AS KITCHENS, HEATERS, BURNERS, AND OTHER AREAS OF SUDDEN. TEMPERATURE CHANGES. 7. DO NOT INSTALL SMOKE DETECTORS UNTIL ALL CONSTRUCTION IS FINAL AND COMPLETE. DETECTORS INSTALLED PRIOR TO FINAL CLEANUP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72. 8. INSTALL ALL SMOKE DETECTORS ON THE CEIUNG, UNLESS OTHERWISE NOTED. DO NOT INSTALL ON THE BOTTOM OF OPEN BAR JOISTS. 9. DO NOT MOUNT DETECTORS DIRECTLY ADJACENT TO FLUORESCENT UGHTS. A MINIMUM SEPARATION DISTANCE OF 1 FT IS RECOMMENDED TO AVOID INTERFERENCE. 10. MOUNT SMOKE DETECTORS A MINIMUM OF 3 FT OUTSIDE BATHROOMS WHICH HAVE SHOWERS. 11. FOR BEAMS WITH DEPTHS EXCEEDING 1' OR CEIUNG OVER 12' IN HEIGHT, DETECTORS MUST BE INSTALLED IN EVERY BEAM POCKET. PANEL POWER UP/DOWN SEQUENCE ALWAYS WAIT AT LEAST 10 SECONDS AFTER REMOVING POWER TO ALLOW SUPPLY VOLTAGES TO DISSIPATE BEFORE INSTAWNG OR REMOVING ANY COMPONENTS. POWER UP: CONNECT AC POWER FIRST THEN CONNECT THE BATTERY. POWER DOWN: DISCONNECT THE BATTERY FIRST THEN DISCONNECT AC POWER. THE USE OF A GROUNDED WRIST STRAP IS RECOMMENDED TO PREVENT ELECTROSTATIC DAMAGE TO ELECTRONIC COMPONENTS WHEN REMOVING OR REPLACING FIRE PANEL EQUIPMENT. THE FOLLOWING IS A UST OF CRITERIA THAT MUST BE MEi PRiOR TO START UP. • MARK-UP THE SIEMENS FIRE DRAWINGS SHOWING THE ACTUAL WIRE RUNS. NOTE ANY DISCREPANCIES/CHANGES BETWEEN THE ACTUAL CONDITIONS AND THE SYSTEM DRAWINGS. THEN SUBMIT THESE FiELD NOTES TO SIEMENS FOR THE FINAL AS -BUILT DRAWINGS OF RECORD. • VERIFY ALL DEVICES HAVE BEEN INSTALLED, ADDRESSED AND SET (DIPSWITCH, JUMPERS, ETC.) AS REQUIRED. • CONTACTED YOUR SIEMENS PROJECT MANAGER TEN DAYS PRIOR TO SCHEDULED START UP. • PRIOR TO COMMISSIONING iF YOUR SYSTEM IS BEING FURNISHED WiTH AN OFF-SITE DIALER, TWO (2) RJ31X PHONE JACKS MUST BE INSTALLED WITHIN 3FT. OF THE FACP. THESE PHONE ONES MUST BE CONNECTED BEFORE TO ALL BUILDING PHONE EQUIPMENT (NO '9' PREFIX), AND SHOULD HAVE NO DIAL -OUT RESTRICTIONS. PROVIDE THE SIEMENS PROJECT MANAGER WiTH THE CENTRAL STATION ACCOUNT INFORMATION. CHECK FIELD WIRING WITH AN OHMMETER ADHERENCE TO THE FOLLOWING WILL SAVE TIME/ MONEY FOR AU. CONCERNED PARTIES AND IS PART OF THE NEPA 72 FIRE ALARM SYSTEM ACCEPTANCE TEST. THE INSTALLER MUST PROVIDE WRITTEN CONFIRMATION TO SIEMENS ACKNOWLEDGING Al CIRCUITS HAVE BEEN ItbIW AND FREE OF FAULTS. CIRCUITS MUST BE MUST BE FREE OF FAULTS BEFORE MAKING ANY PANEL CONNECTIONS. THE FOLLOWING CONTAINS SPECIFIC FIRE ALARM TROUBLESHOOTING METHODS TO ASSIST WITH DIAGNOSING FIELD WIRING ISSUES. STRAY VOLTAGE CHECK • SET THE METER TO 300 VAC OR HIGHER, CONNECT THE LEADS TO EACH CONDUCTOR, THE VOLTAGE SHOULD BE LESS THAN 1 VOLT AC. • SET THE METER TO 30 VDC OR HIGHER, CONNECT THE LEADS TO EACH CONDUCTOR, THE VOLTAGE SHOULD BE LESS THAN 1 VDC. REVERSE THE LEADS AND CHECK AGAIN, UNLESS USING A CENTER -ZERO OR POLARITY -SENSING METER. • TROUBLE SHOOTING: GO TO THE POINT ELECTRICALLY HALF WAY TO THE END OF THE CIRCUIT (LE DEVICE 4 OF 8). DISCONNECT BOTH THE INCOMING AND OUTGOING LEADS FROM THE DEVICE MEASURE FOR VOLTAGE iF STRAY VOLTAGE STILL PRESENT, LEAVE THE DEVICE DISCONNECTED AND CONTINUE TO SPOT THE CIRCUIT UNTIL THE PROBLEM IS ISOLATED. GROUND CHECK A GROUND FAULT CONDITION ON FIELD WIRING CAN BE CAUSED BY: 1. EXPOSED WIRE INSULATION MAKING CONTACT WITH THE BUILDING GROUND. 2. INDUCED AC NOISE WHERE THE WiRE IS RUN NEAR AC POWER WIRING. 3. FAULTY FIRE ALARM DEVICE • SET THE METER TO THE X10,000 OHM SCALE, OR THE HIGHEST CONTINUITY SETTING, TO MEASURE THE RESISTANCE OF EACH LEG TO EARTH GROUND. CONNECT ONE LEAD TO GROUND THEN TOUCH EVERY CONDUCTOR WiTH THE OTHER LEAD. THE RESISTANCE SHOULD READ INFINITY - AN OPEN CIRCUIT. • TROUBLE SHOOTING: GO TO THE POINT ELECTRICALLY HALF WAY TO THE END OF THE CIRCUIT (I.E DEVICE 4 OF 8). DISCONNECT BOTH THE INCOMING AND OUTGOING LEADS FROM THE DEVICE AND DETERMINE WHICH CONDUCTOR IS GROUNDED. THE RESISTANCE MEASURED ON ONE CONDUCTOR WILL BE NEAR ZERO (WIRE RESISTANCE AND POSSIBLY THE EOL RESISTANCE). IF A SHORT TO GROUND CANNOT BE DETECTED CHECK THE WIRES FOR INDUCED AC NOISE. SET THE METER TO AC AND MEASURE EACH LEG TO GROUND AND ACROSS THE CONDUCTORS. IF THE AC MEASURES 50 VAC OR ABOVE, THE SOURCE OF THE INDUCED AC NOISE MUST BE LOCATED. THIS NORMALLY OCCURS WHEN AC AND DC CIRCUITS ARE RUN IN THE SAME CONDUIT OR TWISTED WIRE PAR HAS NOT BEEN USED ON THE FIELD WiRING. TO REDUCE THE AC NOISE, SEPARATE THE WIRING OR INSTALL TWISTED WIRE PAIR AND ENSURE ALL CONDUIT RUNS ARE BONDED TO EARTH GROUND. OPEN AND SHORT CIRCUITS -•-- SET THE METER TO THE PROPER SCALE ACCORDING THE INSTALLATION MANUAL SUPPLIED WiTH THE FIRE HARM PANEL THE MAXIMUM PERMITTED VALUE WILL DEPEND ON THE TYPE OF CIRCUIT BEING !Lbws). DURING THE OPEN CIRCUIT TEST, THE RESISTANCE SHOULD NOT READ ZERO, OR JUST A FEW OHMS, WHICH IS A SHORT CIRCUIT SIGNATURE FIRESTOP NOTES • ALL FIRE WALL AND/ OR MASONRY WALL PENETRATIONS SHALL BE DRILLED, SLEEVED, BUSHED AT BOTH ENDS, THEN SEALED WiTH THE REQUIRED FIRE RATED CAULK OR FIRE STOPPING MATERIAL TO MAINTAIN THE FiRE RATING. • FIRE -RATED GYPSUM BOARD WALLS CONSTRUCTED AS DESCRIBED IN THE INDMDUAL 1.1300 OR U400 SERIES DESIGNS IN THE U.L FIRE RESISTANCE DIRECTORY (GENERALLY DOUBLE THICKNESS WAI.BOARD) SHALL BE FIRE- STOPPED PER THE UL METHOD OR APPROVED EQUAL IMPORTANT INSTALLATION ITEMS 100i THE UL LISTED OPERATING TEMPERATURE RANGE FOR ALL ADDRESSABLE DEVICES IS FROM 32'F TO 100'F. iF A DEVICE IS SHOWN IN AN AREA WHICH MAY EXPERIENCE EXTREME COU) OR HEAT, CONTACT YOUR SIEMENS REPRESENTATIVE GENERAL RULE: iF IS IS UNCOMFORTABLE FOR YOU, THE DEVICE WILL PROBABLY NOT OPERATE CORRECTLY. NEVER ALLOW ANY FIRE ALARM EQUIPMENT TO GET WET. ONLY WEATHERPROOF EQUIPMENT MAY BE PLACED OUTSIDE OR IN HIGH HUMIDITY AREAS AND MUST BE INSTALLED WITH THE LISTED BACKBOX. DO NOT INSTALL. ADDRESSABLE DEVICES UNI1L THEY HAVE BEEN PROGRAMMED. CONTACT YOUR SIEMENS PROJECT MANAGER TO COORDINATE PROGRAMMING. THE COVER SHEET LISTS WHICH DEVICE ARE ADDRESSABLE. PRIMARY POWER SUPPLY NOTES: THIS IS A POWER-UMETED FIRE ALARM SYSTEM (PLFA). THE PRIMARY POWER SUPPLY SHALL BE INSTALLED ON A DEDICATED BRANCH CIRCUIT. ONLY FIRE ALARM EQUIPMENT SHALL BE CONNECTED TO THIS CIRCUIT. THE BREAKER MUST HAVE A RED MARKING, SHALL BE ACCESSIBLE TO ONLY TO AUTHORIZED PERSONNEL AND SHALL BE IDENTIFIED AS 'FIRE ALARM CIRCUIT:' DO NOT UTILIZE A GFCI OR AN AFCI BREAKER FOR OVERCURRENT PROTECTION. CIRCUIT BREAKER LOCKS ARE PERMETTED, PROVIDED THEY ARE LISTED FOR USE WiTH THE BREAKER AND DO NOT INTERFERE WITH THE OPERATION OF THE BREAKER. ALTHOUGH AN ELECTRIC SUB PANEL IS PERMITTED TO SUPPLY THE DEDICATED BRANCH CIRCUIT, THE PREFERRED METHOD OF DISTRIBUTION 15 TO SUPPLY THE FEED DIRECTLY FROM THE MAIN SERVICE PANEL IF POWER IS SUPPLIED FROM A SUB PANEL THE FEEDER INFORMATION MUST BE MARKED AT BOTH THE SUBPANEL AND THE MAIN ELECTRICAL PANEL WHERE AN EMERGENCY POWER SUPPLY (LE. STANDBY GENERATOR) IS AVAILABLE, THE DEDICATED FIRE ALARM BREAKER IN THE ELECTRIC PANEL SHOULD ALSO BE CONNECTED TO THE EMERGENCY FEED. THE CAPACITY OF THE GENERATOR SHALL BE VERIFIED AND THE SYSTEM SYSTEM SHALL CONFORM TO NEPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER. THIS SIEMENS SYSTEM MEETS THE POWER AND TRANSIENT PROTECTION REQUIREMENTS OF UL 864 9TH EDITION AND NEPA 72. POWER FEED FROM STREET )11 ELECTRIC PANEL PROVIDE A PERMANENT IDENTIFICATION LISTING THE - LOCATION OF THE CIRCUIT DISCONNECTING MEANS AT THE FIRE ALARM CONTROL PANEL t0� Ila MrS. FUD7 ceml & wmit. 11. azam fime.1I0 FIRE ALARM PANEL MULTIPLE FIRE ALARM PANELS ARE PERMITTED TO BE FED FROM THE SAME DEDICATED FIRE ALARM BRANCH CIRCUIT. ROUTE 120 VAC POWER THROUGH THE DESIGNATED KNOCKOUT LOCATIONS PRIMARY POWER SUPPLY CONNECTIONS NOT TO SCALE --FOR INSTAL 1 FR'S REFERENCE 11 EXEQPOWER DER MIP EL WIRE FILL CHART CONDUIT SIZE SQUARE INCH 1/2" .122 3/4" .213 1" .346 1-1 /4" .598 1-1/2" .814 2" 1.342 2-1/2" 2.343 3" 3.538 3-1/2" 4.618 4" 5.901 40% FILL PER, NOTES: NEC CHAPTER 9 TABLE #4 TYPICAL INSTALLATION FOR OPEN TRUSS CONSTRUCTION 1. ALL LOW -VOLTAGE ELECTRICAL WORK SHALL BE DONE IN A WORKMANUKE MANNER (NEAT AND ORGANIZED). ALL CABLE RUNS SHALL BE NEATLY BUNDLED, WRAPPED 11GHT AND PROPERLY SECURED. 2. ALL WIRING SHALL BE ATTACHED TO THE PERMANENT BUILDING STRUCTURE 3. LOW -VOLTAGE WIRING SHALL NOT BE STRAPPED TO CONDUIT. 4. LOW -VOLTAGE WIRING SHALL NOT BE ATTACHED TO SPRINKLER PIPING. 5. WIRE SHALL NOT BE RUN ON TOP OF THE DROP CEILING PANELS AND SHALL NOT BE ATTACHED TO THE SUPPORT GRID FOR THE DROP CEIUNG. 6. ALL SPLICES AND TERMINATIONS SHALL BE DONE IN APPROPRIATE ELECTRICAL BOXES. ALL WiRING ON JOISTS AND GIRDERS SHALL BE CONCEALED FROM PUBLIC VIEW. EXPOSED WIRING SHALL NOT BE RUN IN A "SPAN' FASHION BETWEEN BAR JOISTS OR GIRDERS. IF NECESSARY SUCH WIRING SHALL BE SECURED TO THE STRUCTURAL CEILING BETWEEN JOISTS OR GIRDERS. 7. EXPOSED WIRING TO BE SUPPORTED BY BUILDING STRUCTURE AT NO MORE THAN FIVE FOOT INTERVALS. 8. IN NO CASE SHALL THE CONDUCTORS WITHIN METAWC RACEWAY EXCEED 40% FILL GENERAL WIRE ROUTING METHODS NOT TO SCALE --FOR INSTALLER'S REFERENCE ALL FIELD AND NETWORK CIRCUITS MUST BE TWISTED (CABLED) TO REDUCE INTERFERENCE SELECT FROM THE FOLLOWING CATEGORIES: FREE MR FIRE ALARM INSTALLATION • FPL - FIRE CABLE FOR GENERAL PURPOSE APPUCA11ONS. • FPLR - FIRE CABLE INSTALLED IN A RISER SUCH AS FLOOR TO FLOOR, OR VERTICAL SHAFT RUNS; ACCEPTABLE FOR GENERAL PURPOSE. • FPLP - FIRE CABLE INSTALLED IN A PLENUM SPACES; ACCEPTABLE FOR RiSERS AND GENERAL PURPOSE (MOST COMMON CABLE). NOTE THE ADDMON OF "CI" SUFFIX INDICATES THE CABLE MEETS THE NEC & NFPA 72, 2 -HR CIRCUIT INTEGRITY SURVIVABILITY REQUIREMENTS. FOR EXAMPLE FPLR-CI IS 2 -HOUR RATED FIRE ALARM CABLE WHICH MEETS UL 1666 STANDARD MC OR RACEWAY FIRE ALARM INSTALLATION( • UTILIZE THHN OR TFN INSTALLER IN ACCORDANCE WiTH NEC CHAPTER 3 NOTE THE ADDITION OF "MP OR 'RHW' SUFFIX INDICATES THE CABLE MEETS THE NEC & NFPA 72, 2 -HOUR SURVIVABILITY REQUIREMENTS. SEPARATION FROM OTHER NON -FIRE ALARIA CIRCUITS PER NEC 760 ALL OF THE INITIATING (SLC) AND NOTIFICATION (NAC) CIRCUITS ON THIS SIEMENS ADDRESSABLE FIRE ALARM SYSTEM ARE CLASSIFIED AS POWER LIMITED FIRE ALARM (PLFA) CIRCUITS PER NEC. POWER -LIMITED FIRE ALARM CIRCUIT CONDUCTORS MUST BE SEPARATED AT LEAST 2 INCHES FROM CONDUCTORS OF ANY ELECTRIC UGHT, POWER, CLASS 1, OR NON-POWER-UMiTED FIRE ALARM UNLESS EITHER CIRCUIT IS INSTALLED IN RACEWAY OR IN METAL -SHEATHED, METAL -CLAD, NONMETALLIC -SHEATHED, OR TYPE UF CABLES. DO NOT PIACE PLEA CONDUCTORS IN ANY ENCLOSURE, RACEWAY, OR CABLE WITH CONDUCTORS OF ELECTRIC UGHT, POWER, CLASS 1, NON -POWER UNITED FIRE ALARM CIRCUITS, OR MEDIUM POWER NETWORK -POWERED BROADBAND COMMUNICATIONS CABLES, REF NEC 760.55. EXCEPTION: THESE CONDUCTORS CAN BE TOGETHER IF THE NON-POWER-UMETED ENERGY CIRCUIT CONDUCTORS ARE INTRODUCED SOLELY TO CONNECT TO THE EQUIPMENT AND COMPLY WITH EITHER OF THE FOLLOWING TWO POINTS: • THE PLEA CIRCUITS ARE SEPARATED FROM THE NON -POWER UNITED CIRCUITS BY A BARRIER SUCH AS PORCELAIN TUBES OR FLEXIBLE TUBING IN ADDITION TO THE INSULATION ON THE WIRE. • THE NON -POWER -LIMITED ENERGY CIRCUIT CONDUCTORS OPERATE AT 150V OR LESS TO GROUND AND THE PLFA CONDUCTORS ARE RECLASSIFICATION AND INSTALLED AS NPIFA CIRCUITS PER 760.25, REF 760.52 EXCEPTION N0. 3. THE FOLLOWING CIRCUITS ARE PERMITTED TO BE IN THE SAME ENCLOSURE, CABLE TRAY, OR RACEWAY WiTH PLEA CABLES: • LOW-POWER NETWORK -POWERED BROADBAND COMMUNICATIONS CABLES • CLASS 2, IF THE CLASS 2 CIRCUIT HAS INSULATION AT LEAST EQUAL TO THE INSULATION ON THE POWER -LIMITED FIRE ALARM CIRCUIT. • CLASS 3 WIRE SELECTION Sc CODE REQUIREMENTS NOT TO SCALE --FOR INSTALLER'S REFERENCE THIS SHEET CREATED BY JASON LUPA, P.E, UPDATED 01/15/2009 DO NOT REMOVE THE RED DUST COVERS FROM SMOKE DETECTORS UNTiL ALL CONSTRUCTION HAS BEEN COMPLETED. DETECTORS THAT HAVE HAI) THEIR DUST COVERS REMOVED PRIOR TO THE FINAL CLEAN-UP OF ALL TRADES SHALL BE CLEANED OR REPLACED, PER NFPA 72. SIEMENS IS NOT RESPONSIBLE FOR FAULTS FOUND TO BE DUST AND DIRT RELATED. ALL INITIATING DEVICES (SMOKES, MANUAL PULLS, ETC.) AND NOTIFICATION APPLIANCES (HORNS, STROBES, ETC.) MUST BE INSTALLED WiTH BACKBOXES. THE EQUIPMENT SHOULD NEVER BE SUPPORTED WITH THE CIRCUIT WIRES. DO NOT SUPPORT THE DETECTORS AGAINST THE CEILING WiTH THE WIRE. ELECTRIC BOXES ON OPPOSITE SIDES OF A WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24` TO MAINTAIN THE FIRE RESISTIVE RATING OF THE WALL. IF THE MINIMUM SEPARATION DISTANCE CAN NOT BE ACHIEVED, UTILIZE FIRE BARRIERS PER THE UL FIRE RESISTANCE DIRECTORY (ORANGE BOOK). NEVER LOOP WIRE UNDER TERMINALS. BREAK THE WIRE RUN TO PROVIDE SUPERVISION OF CONNECTION. IF SHIELDED WIRE IS USED, NEVER LAND THE SHIELD ON THE DEVICE FOLD AND TAPE THE SHIELD SO IT FORMS A CONTINUOUS CIRCUIT. LAND THE SHIELD ONLY AT THE PANEL WHERE THE CIRCUIT ORIGINATED. ALL FIELD DEVICES AND APPLIANCES INSTALLED IN SUSPENDED CEIUNGS REQUIRE BACKBOXES AND ARE TO BE CENTERED WTI1-IIN THE PATTERN OF THE CEIUNG PANEL THE NEC, REQUIRES ALL CABLES ABOVE A SUSPENDED CEILING TO BE INDEPENDENTLY SUPPORTED (I.E. A TEE -BAR) AND THEIR INSTALLATION MUST NOT PREVENT THE REMOVAL OF THE CEILING TILE T -TAPPING GUIDELINES 1. VERIFY PROJECT'S SPECIFICATION PERMIT T -TAPPING. 2. UTILIZE A TERMINAL STRIP OR WIRENUTS. 3. STAR TAPS ARE NOT PERMITTED. 4. ONLY CLASS B CIRCUITS MAY BE T -TAPPED 5. NEVER T -TAP NETWORK, FIREFIGHTER TELEPHONE, OR NOTIFICATION APPLIANCE CIRCUITS. REVISION l m 6 m E. ti U cn w 0 REVISED PER PRELIMINARY REVIEW 0 rn ca i 0 NO. .- N P7 d' In co BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 D DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 INSTALLATION DETAILS SCALE: NOT TO SCALE DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. TA 0 1 OF 11 SHEETS TO NEXT ADDRESSABLE DEVICE FROM MXL CONTROL PANEL OR FROM PREVIOUS ADDRESSABLE DEVICE END OF UNE DEVICE SEE NOTE 2 SUPERVISED SWITCH SEE NOTES 1 AND 5 GROUND SEE NOTE 6 AND 7 PROGRAMMING POINTS HTRI-S WIRING TO NEXT ADDRESSABLE DEVICE FROM MXL CONTROL PANEL OR FROM PREVIOUS ADDRESSABLE DEVICE NOT USED END OF LINE DEVICE SEE NOTE 2 SUPERVISED SWITCH SEE NOTES 1 AND 5 NOTES: 1. All supervised switches must be held closed and/or open for at least 1/4 second in order to guarantee detection. 2. End of line device:3.6kohm 1/4W resistor. 3. The supervised switches hove the following ratings: Voltage maximum 27VDC Current maximum 3.5mA during palling Contact resistance 10 ohms Maximum cable length 200 feet (18 AWG) GROUND SEE NOTE 6 AND 7 4. Supervised switch S1 Is on the first programmed address & Supervised switch S2 is on the second programmed address. PROGRAMMING POINTS HTRI-R WIRING TO NEXT ADDRESSABLE DEVICE FROM MXL CONTROL PANEL OR FROM PREVIOUS ADDRESSABLE DEVICE RELAY CONTACTS SEE NOTE 5 5. Relay contacts are rated: Resistive: 4A, 125VAC 4A, 30VDC Inductive: 3.5A, 120VAC 2.OA, 30VDC The relay is shown in standby position 6. If a Good Local Earth Ground is Available: a. Terminal 5 must be connected to earth ground. b. Use wire nuts to pass the shield wire through the electrical bas with NO connection to the device terminal block or to local ground. c. Use shielded wire to connect the switch wiring. d. Tie the switch wiring shield to the ALD wiring shield. Do not connect shield to terminal 5 or the local earth ground. DEVICE PROGRAMMING I\FORMATION TABLE 3 CAUTION: TO PREVENT DAMAGE TO THE DPU, DO NOT PROGRAM UNTIL ALL FIELD WIRING IS REMOVED. PROGRAMMING POINTS END OF LINE DEVICE SEE NOTE 2 SUPERVISED SWITCH SEE NOTES 1, 3 AND 4 GROUND SEE NOTE 6 AND 7 NOT USED HTRI-D WIRING 7. If a Good Local Earth Ground is NOT Available: Connect shield to terminal 5. If ALD wiring is not shielded, the switch wiring must be In metal raceway. 8. When the HTRI-R relay contacts are connected to non -power limited lines the Control Module Barrier included with the HTRI-R must be used. HTRI SERIES ADDRESSABLE INTERFACE POINT-TO-POINT WIRING NOT TO SCALE -- SEE INSTALLATION INSTRUCTION FOR MORE INFORMATION END OF LINE DEVICE SEE NOTE 2 SUPERVISED SWITCH SEE NOTES 1, 3 AND 4 INSTALLATION OF A HTRI SERIES ADDRESSABLE INTERFACE 0 0 STANDARD 4" SQUARE OR DOUBLE GANG ELECTRICAL BOX -- ADDRESSABLE INTERFACE -- COVER PLATE THE HTRI SERIES ADDRESSABLE INTERFACE MOUNTS DIRECTLY INTO A (USER SUPPLIED) DOUBLE GANG OR 4 INCH ELECTRICAL BOX, WITH THE BOX SIZE AND DEPTH REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF CONDUCTORS USED. FOLLOW THESE INSTALLATION STEPS: 1. PROGRAMM MODULE BEFORE MAKING ANY WIRE CONNECTIONS. 2. IF HTRI-R RELAY CONTACTS ARE CONNECTED TO NON -POWER LIMITED UNES, INSTALL THE THERMAL PLASTIC BARRIER DIAGONALLY INTO THE ELECTRICAL BOX TO CREATE TWO SEPARATE COMPARTMENTS WFFHIN THE BACKBOX TO SEPARATE THE WIRES. 3. PULL WIRES INTO APPROPRIATE COMPARTMENT IN THE ELECTRICAL BOX. MAKE WIRE CONNECTIONS DIRECTLY TO THE MODULE TERMINALS PER WIRING DIAGRAM. 4. FASTEN THE MODULE TO THE ELECTRICAL BOX WITH THE COVERPLATE USING THE 2 SCREWS PROVIDED. INSTALLATION OF A HTRI SERIES ADDRESSABLE INTERFACE THIS ASSEMBLY DIAGRAM IS TYPICAL FOR THE PROJECT, NOT DRAWN TO SCALE SINGLE-ACTION oa O MAXIMUM DPU 1 1. PRESS 'ADDRESS' AND ENTER THE ADDRESS SHOWN ON THE SHOP DRAWINGS. 2. PRESS 'PROGRAM' AND CONNECT THE MODULE. 3. THE DPU WILL PROGRAM THE ADDRESS. 4. PRESS EXIT TO RETURN TO THE MAIN MENU. DESIGO SIEMENS 0 -4;., 48" ZEUS ZEUS IS THE SOFTWARE PROGRAM WHICH CONFIGURES THE XLS CONTROL PANEL TO OPERATE FOR THIS SPECIFIC PROJECT. 1. SELECT THE PROPER FUNCTION FOR THE MODULE'S APPUCATION. CAUTION: TO PREVENT DAMAGE TO THE DPU, DO NOT PROGRAM UNTIL ALL FIELD WIRING IS REMOVED. PROGRAMMING POINTS END OF LINE DEVICE SEE NOTE 2 SUPERVISED SWITCH SEE NOTES 1, 3 AND 4 GROUND SEE NOTE 6 AND 7 NOT USED HTRI-D WIRING 7. If a Good Local Earth Ground is NOT Available: Connect shield to terminal 5. If ALD wiring is not shielded, the switch wiring must be In metal raceway. 8. When the HTRI-R relay contacts are connected to non -power limited lines the Control Module Barrier included with the HTRI-R must be used. HTRI SERIES ADDRESSABLE INTERFACE POINT-TO-POINT WIRING NOT TO SCALE -- SEE INSTALLATION INSTRUCTION FOR MORE INFORMATION END OF LINE DEVICE SEE NOTE 2 SUPERVISED SWITCH SEE NOTES 1, 3 AND 4 INSTALLATION OF A HTRI SERIES ADDRESSABLE INTERFACE 0 0 STANDARD 4" SQUARE OR DOUBLE GANG ELECTRICAL BOX -- ADDRESSABLE INTERFACE -- COVER PLATE THE HTRI SERIES ADDRESSABLE INTERFACE MOUNTS DIRECTLY INTO A (USER SUPPLIED) DOUBLE GANG OR 4 INCH ELECTRICAL BOX, WITH THE BOX SIZE AND DEPTH REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF CONDUCTORS USED. FOLLOW THESE INSTALLATION STEPS: 1. PROGRAMM MODULE BEFORE MAKING ANY WIRE CONNECTIONS. 2. IF HTRI-R RELAY CONTACTS ARE CONNECTED TO NON -POWER LIMITED UNES, INSTALL THE THERMAL PLASTIC BARRIER DIAGONALLY INTO THE ELECTRICAL BOX TO CREATE TWO SEPARATE COMPARTMENTS WFFHIN THE BACKBOX TO SEPARATE THE WIRES. 3. PULL WIRES INTO APPROPRIATE COMPARTMENT IN THE ELECTRICAL BOX. MAKE WIRE CONNECTIONS DIRECTLY TO THE MODULE TERMINALS PER WIRING DIAGRAM. 4. FASTEN THE MODULE TO THE ELECTRICAL BOX WITH THE COVERPLATE USING THE 2 SCREWS PROVIDED. INSTALLATION OF A HTRI SERIES ADDRESSABLE INTERFACE THIS ASSEMBLY DIAGRAM IS TYPICAL FOR THE PROJECT, NOT DRAWN TO SCALE SINGLE-ACTION oa FIRE MAXIMUM O P ULL4 DOWN 54" SIEMENS 42" MODEL: HMS -S DUAL -ACTION MODEL: HMS -D MANUAL PULL STATION - FRONT VIEW SHIELD (DRAIN) WIRE LAND ONLY AT PANEL 5 r DEVICE PROGRA MANUAL PULL STATION CODE MINIMUM MAXIMUM NFPA-72 39" 54" IBC 42" 48" ADAAG NONE 48" 5' MAX ACCEPTABLE MOUNTING AREA _ FOR MANUAL PULL STATIONS. MEASURED FROM THE CENTER OF THE HANDLE. CODE MOUNTING HEIGHT REFERENCES /INSUSHIELD (DRAIN) WIRE LATE WFFH TUBING OR ELECTRICAL TAPE (S) 5 l vivING INFOR v ATI O N w 0 X W Z W W J an i- < o w 0 0 a lai 0 GREEN 0 1. PRESS 'ADDRESS' AND ENTER THE ADDRESS SHOWN ON THE SHOP DRAWINGS. 2. PRESS 'PROGRAM' AND CONNECT THE MANUAL PULL VIA THE SUPPLIED PROGRAMMING CABLE. 3. THE DPU WILL PROGRAM THE ADDRESS. 4. PRESS EXIT TO RETURN TO THE MAIN MENU. IT CAUTION TO PREVENT DAMAGE TO THE DPU, DO NOT PROGRAM UNTIL ALL FIELD WIRING IS REMOVED. XLS MANUAL PULL STATION POINT-TO-POINT WIRING NOT TO SCALE -- SEE INSTALLATION INSTRUCTION FOR MORE INFORMATION 6' MIN. 42' SIEMENS MANUAL PULL EQUIPMENT DESCRIPTION THE HMS SERIES ARE ADDRESSABLE MANUAL PULL STATIONS. THEY ARE CONSTRUCTED OF DURABLE MOLDED POLYCARBONATE MATERIAL WHICH IS MATTE FINISHED IN RED WITH RAISED WHITE LETTERING. THE HOUSING ACCOMMODATES A PULLDOWN LEVER WHICH, WHEN OPERATED, LOCKS IN POSITION INDICATING THE MANUAL FIRE ALARM BOX HAS BEEN ACTIVATED. THE PULL DOWN LEVER REMAINS DOWN AND LOCKED UNTIL THE MANUAL FIRE ALARM BOX IS RESET. IT IS RESET ONLY BY OPENING THE HINGED HOUSING COVER WITH AN ALLEN KEY (PROVIDED) AND THEN CLOSING AND LOCKING THE COVER. MANUAL PULL STATION STANDARD 4" SQUARE ELECTRICAL BOX WITH AN EXTENSION RING AND A SINGLE GANG TRIM RING OR STANDARD 3 4" DEEP SWITCH BOX SIEMENS SB -5R SURFACE MOUNT BACKBOX NOTE: THE PATHWAY TO A MANUAL PULL MUST BE CLEAR OF OBSTRUCTIONS MANUAL PULL STATION MOUNTING DETAIL THIS ASSEMBLY DIAGRAM NOT DRAWN TO SCALE SHIELD (DRAIN) WIRE LAND ONLY AT PANEL -(-) 1 DETECTOR BASE DB -11 DETECTOR STATUS LED INSULATE SHIELD (DRAIN) WIRE WITH TUBING OR ELECTRICAL TAPE ( ) -- TABLE 1 DB -11 DETECTOR COMPATIBILITY COLOR CONDITION GREEN NORMAL, SUPERVISORY OPERATION YELLOW REQUIRES SERVICE RED ALARM NONE NO POWER TO DETECTOR THE LED ON THE SMOKE DETECTOR HAS A FOUR SECOND FLASH INTERVAL IT CAN BE IT CAN BE DISABLED (TURN-OFF) BY SELECTING 'LED DEACTIVATED' IN THE ZEUS PROGRAMMING TOOL TABLE 2 DETECTOR DESCRIPTION O ADDRESSABLE THERMAL DETECTOR, MODEL HFPT-11 r. rRWnRJJ n 3 3vv J uuCAm/ CH Ic nuune3nrvly vlv 1nr. 3nr URRrraV1.73. 2. PRESS 'PROGRAM' AND CONNECT THE DETECTOR. THE DPU WILL PROGRAM THE ADDRESS. 4. PRESS EXIT TO RETURN TO THE MAIN MENU. ADDRESSABLE PHOTOELECTRIC & THERMAL DETECTOR, MODEL HFP-11 DEVICE PROGRAMMING INFORMATION TABLE 3 CAUTION: TO PREVENT DAMAGE TO THE DPU, DO NOT PROGRAM UNTIL ALL FIELD WIRING IS REMOVED. SMOKE & HEAT DETECTOR POINT-TO-POINT WIRING NOT TO SCALE -- SEE INSTALLATION INSTRUCTION FOR MORE INFORMATION 6" DIAMETER DEILCTOR BASE INSTALLATION OF A DETECTOR ON DB -11 BASE --DETECTOR LED LOCATION DETECTOR BASE -(2) SCREWS, PROVIDED (2) MOUNTING HOLE COVERS, PROVIDED DETECTOR LED ADDRESSABLE DETECTOR THE DETECTOR IS PROVIDED WITH A SEPARATE BASE WHICH ATTACHES TO A STANDARD 4 INCH SQUARE, 4 INCH OCTAGONAL, OR SINGLE GANG ELECTRICAL BOX, WITH THE BOX SIZE AND DEPTH REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF CONDUCTORS USED. FOLLOW THIS INSTALLATION STEPS: 1. SNAP -OUT THE TWO MOUNTING HOLE COVERS FROM RECTANGULAR OPENING ON THE BASE. 2. PULL WIRES THROUGH THE RECTANGULAR OPENING IN THE CENTER OF THE BASE. MAKE WIRE CONNECTIONS DIRECTLY TO THE BASE TERMINALS PER POINT-TO-POINT WIRING DIAGRAM. 3. FASTEN BASE TO THE ELECTRICAL BACKBOX WITH TWO SCREWS PROVIDED. THERE IS A 'LED SYMBOL' ON THE BASE WHICH DESIGNATES THE POSITION OF THE LED ON THE DETECTOR. BE SURE THE BASE IS INSTALLED SO THAT THIS LED CAN BE SEEN FROM THE GROUND (ESPECIALLY CRITICAL FOR WALL MOUNTING APPLICATIONS). 4. INSTALL THE MOUNTING HOLE COVERS. 5. CHECK CIRCUIT WITH MULTIMEIbH FOR LOOP CONTINUITY. 6. THE DETECTOR MAY BE INSTALLED INTO THE BASE ONCE IT HAS BEEN PROGRAMMED. UNE -UP THE LED ON THE DETECTOR WITH THE LED SYMBOL ON THE BASE. INSTALLATION OF DETECTOR ON DB -11 BASE THIS ASSEMBLY DIAGRAM IS TYPICAL FOR THE PROJECT, NOT DRAWN TO SCALE NOTIFICATION APPLIANCE SEI IINGS INTERNAL STROBE SWITCH SEI INGS FOR STROBES & COMBINATION HORN/ STROBES 15 30 75/ - \110 FACTORY SET AT 15 CANDELA, FIELD SELECTABLE. SLIDE THE SWITCH TO MATCH SETTING DESIGNATED ON THE FLOORPLANS. IMPROPER ADJUSTMENT MAY OVERLOAD THE NOTIFICATION CIRCUT OR PROVIDE INSUFFICIENT COVERAGE PER NFPA 72 REQUIREMENTS. alo3. Ei� WALL MODEL CEILING r. rRWnRJJ n 3 3vv J uuCAm/ CH Ic nuune3nrvly vlv 1nr. 3nr URRrraV1.73. 2. PRESS 'PROGRAM' AND CONNECT THE DETECTOR. THE DPU WILL PROGRAM THE ADDRESS. 4. PRESS EXIT TO RETURN TO THE MAIN MENU. XLS 15, �w-=-.--'_ 15, N 141i ZEUS IS THE SOFTWARE PROGRAM WHICH CONFIGURES THE XLS CONTROL PANEL TO OPERATE FOR THIS SPECIFIC PROJECT. 1. SELECT THE PROPER ASD SETTING FOR THE DETECTOR'S APPLICATION. CAUTION: TO PREVENT DAMAGE TO THE DPU, DO NOT PROGRAM UNTIL ALL FIELD WIRING IS REMOVED. SMOKE & HEAT DETECTOR POINT-TO-POINT WIRING NOT TO SCALE -- SEE INSTALLATION INSTRUCTION FOR MORE INFORMATION 6" DIAMETER DEILCTOR BASE INSTALLATION OF A DETECTOR ON DB -11 BASE --DETECTOR LED LOCATION DETECTOR BASE -(2) SCREWS, PROVIDED (2) MOUNTING HOLE COVERS, PROVIDED DETECTOR LED ADDRESSABLE DETECTOR THE DETECTOR IS PROVIDED WITH A SEPARATE BASE WHICH ATTACHES TO A STANDARD 4 INCH SQUARE, 4 INCH OCTAGONAL, OR SINGLE GANG ELECTRICAL BOX, WITH THE BOX SIZE AND DEPTH REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF CONDUCTORS USED. FOLLOW THIS INSTALLATION STEPS: 1. SNAP -OUT THE TWO MOUNTING HOLE COVERS FROM RECTANGULAR OPENING ON THE BASE. 2. PULL WIRES THROUGH THE RECTANGULAR OPENING IN THE CENTER OF THE BASE. MAKE WIRE CONNECTIONS DIRECTLY TO THE BASE TERMINALS PER POINT-TO-POINT WIRING DIAGRAM. 3. FASTEN BASE TO THE ELECTRICAL BACKBOX WITH TWO SCREWS PROVIDED. THERE IS A 'LED SYMBOL' ON THE BASE WHICH DESIGNATES THE POSITION OF THE LED ON THE DETECTOR. BE SURE THE BASE IS INSTALLED SO THAT THIS LED CAN BE SEEN FROM THE GROUND (ESPECIALLY CRITICAL FOR WALL MOUNTING APPLICATIONS). 4. INSTALL THE MOUNTING HOLE COVERS. 5. CHECK CIRCUIT WITH MULTIMEIbH FOR LOOP CONTINUITY. 6. THE DETECTOR MAY BE INSTALLED INTO THE BASE ONCE IT HAS BEEN PROGRAMMED. UNE -UP THE LED ON THE DETECTOR WITH THE LED SYMBOL ON THE BASE. INSTALLATION OF DETECTOR ON DB -11 BASE THIS ASSEMBLY DIAGRAM IS TYPICAL FOR THE PROJECT, NOT DRAWN TO SCALE NOTIFICATION APPLIANCE SEI IINGS INTERNAL STROBE SWITCH SEI INGS FOR STROBES & COMBINATION HORN/ STROBES 15 30 75/ - \110 FACTORY SET AT 15 CANDELA, FIELD SELECTABLE. SLIDE THE SWITCH TO MATCH SETTING DESIGNATED ON THE FLOORPLANS. IMPROPER ADJUSTMENT MAY OVERLOAD THE NOTIFICATION CIRCUT OR PROVIDE INSUFFICIENT COVERAGE PER NFPA 72 REQUIREMENTS. NOTIFICATION APPLIANCE NOTES THE SERIES Z PRODUCTS ARE DESIGNED WITH SEVERAL EASY -TO -INSTALL CAPABILHIES. BEFORE THE WALLS ARE COVERED, THE SERIES Z BASE PLATE CAN BE WIRED AND METERED TO IDENTIFY ANY CIRCUIT INSTALLATION ISSUES. THE BASE PLATE IS THEN PROTECTED BY A DISPOSABLE COVER DURING CONSTRUCTION. AFTER THE WALLS ARE ENCLOSED, THE SIGNAL APPLIANCE CAN QUICKLY SNAP ONTO THE BASE PLATE FOR VISUAL TESTING. FINALLY AFTER PAINTING, THE COLORED FACEPLATE (RED OR WHITE) SNAPS ONTO THE APPLIANCE. STROBE SIGNALS FEATURE FIELD SELECTABLE CANDELA SETTINGS AND AUDIBLE SIGNALS ARE ALSO FIELD SELECTABLE FOR HIGH/ LOW. THE AUDIBLE AND STROBES CAN BE SYNCHRONIZED ON A 2 -WIRE CIRCUIT WITH THE CAPABILITY TO SILENCE THE AUDIBLES, IF REQUIRED. CANDELA AND/ OR HORN SETTINGS WILL DETERMINE THE CURRENT DRAW OF THE APPUANCE. YES! -STRIP LEADS 8" -BREAK ALL IN -OUT WIRE RUNS th FOR PROPER SUPERVISION OF THE CIRCUIT. PROPER TERMINATION INTERNAL HORN VOLUME JUMPER SLIIINGS FOR HORNS & COMBINATION HORN/ STROBES FACTORY SET WITH BOTH JUMPERS INSTALLED FOR HIGH SOUND LEVEL OUTPUT AND CODE 3 HORN, ANSI S3.41 TEMPORAL PATTERN. DO NOT REMOVE THE JUMPERS UNLESS INDICATED ON THE FLOORPLANS. SOUND RATINGS ARE REDUCED BY 5 DB ON THE LOW dB SETTING. REMOVE JUMPER FOR REMOVE JUMPER TO REDUCE CONTINUOUS (SOLID) HORN 7 THE HORN SOUND LEVEL INSTALLATION NOTES • NEVER T -TAP THE NOTIFICATION APPLIANCE CIRCUIT. •ALL APPUANCES SHALL BE MOUNTED PER THE GUIDELINES ON SHEET FA -1. •ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM APPUANCE. • INDIVIDUAL WIRES SHOULD BE BENT AT 90' BEFORE ATTACHING TO THE SCREW TERMINAL WIRING SHOULD THEN BECAREFULLY BE PUSHED BACK TO MINIMIZE STRESS ON THE TERMINAL BLOCK. • INSTALL AN EOL AT THE LAST APPLIANCE ON THE CIRCUIT FOR NFPA 72 CLASS B CIRCUITS OR FOR CLASS A SYSTEMS, RETURN THE CIRCUIT TO THE POWER SOURCE. • IF SHIELDED WIRE 15 USED, LAND THE SHIELD ONLY AT THE SOURCE. DO NOT CONNECT OR LAND THE SHIELD TO THE APPLIANCE. IMPROPER TERMINATION NOTIFICATION APPLIANCE INSTALLATION NOTES NOT TO SCALE --FOR INSTALLER'S REFERENCE INDOOR, CEILING MOUNT ONLY! 5.0" LU Q J W d En L Z MOUNTING PLATE 00 BOTTOM Z MOUNTING PLATE SYNCHRONIZED CIRCUIT SIDE 0 0 0 o 00 PULL FIELD WIRE THRU OPENING O of o - 00 0 0 Z SERIES CEILING MOUNTED STROBE SYMBOL MODEL DESCRIPTION ZR -MC -CR RED COVER ZR -MC -CW WHITE COVER ZR -HMC -CR HIGH-INTENSITY STROBE, RED COVER ZR -HMC -CW HIGH-INTENSITY STROBE, WHITE COVER FLUSH MOUNT BACKBOX SINGLE -GANG, DOUBLE -GANG, 4" SQUARE, 4" OCTAGON, OR A 3-1/2" OCTAGON BACKBOX SURFACE MOUNT BACKBOX SIEMENS MODEL: ZBB-R FOR RED SIEMENS MODEL: ZBB-W FOR WHITE OPTIONAL CEIUNG SUPPORT BRIDGE, MODEL: SB -W CEILING INSTALLATION NOTES THE Z MOUNTING PLATE FASTENS DIRECTLY ONTO THE BACKBOX (SURFACE OR FLUSH), SCREWS PROVIDED. ON THE BACK OF THE STROBE APPLIANCE, SLIDE THE STROBE CANDELA SWITCH TO MATCH THE STROBE CANDELA VALUE SHOWN ON THE FLOORPLANS. THIS SETTING IS ALSO VISIBLE ON THE STROBE LENS. AFTER TESTING THE CIRCUIT, SNAP THE STROBE APPLIANCE ONTO THE Z MOUNTING PLATE. TWO OPTIONAL LOCKING SCREWS ARE INCLUDED TO PROVIDE AN EXTRA SECURE INSTALLATION. TO REMOVE THE APPLIANCE, INSERT A SMALL FLAT -BLADE SCREWDRIVER INTO THE RELEASE TAPS ON THE SIDE OF THE APPLIANCE --DO NOT PRY OFF. THE FACP WILL SHOW A TROUBLE CONDITION ONCE THE APLIANCE IS REMOVED. JI. POLARITY SHOWN IN ALARM STATE (SIGNALS ACTIVE) STROBE CEILING APPLIANCE CIRCUIT WIRING NOT TO SCALE -- SEE THE INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION DEVICE WIRING DIAG SCALE: NOT TO SCALE 0 1.0 INDOOR, CEILING MOUNT ONLY! 5.0" Z MOUNTING PLATE 00 at BOTTOM Z MOUNTING PLATE SYNCHRONIZED CIRCUIT ( I 1 i SIDE 0 0 0 o O 00 PULL FIELD WIRE THRU OPENING - 0 0 OoI ll00 Z SERIES CEILING MOUNTED HORN STROBE SYMBOL MODEL DESCRIPTION ZH-MC-CR RED COVER ZH-MC-CW WHITE COVER ZH-HMC-CR HIGH-INTENSITY STROBE, RED COVER ZH-HMC-CW HIGH-INTENSITY STROBE, WHITE COVER FLUSH MOUNT BACKBOX SINGLE -GANG, DOUBLE -GANG, 4" SQUARE, 4" OCTAGON, OR A 3-1/2" OCTAGON BACKBOX SURFACE MOUNT BACKBOX SIEMENS MODEL ZBB-R FOR RED SIEMENS MODEL ZBB-W FOR WHITE OPTIONAL CEILING SUPPORT BRIDGE, MODEL SB -W CEILING INSTALLATION NOTES THE Z MOUNTING PLATE FASTENS DIRECTLY ONTO THE BACKBOX (SURFACE OR FLUSH), SCREWS PROVIDED. ON THE BACK OF THE HORN STROBE APPLIANCE, SUDE THE STROBE CANDELA SWITCH TO MATCH THE STROBE CANDELA VALUE SHOWN ON THE FLOORPLANS. THIS SETTING IS ALSO VISIBLE ON THE STROBE LENS. REMOVE THE HORN JUMPERS ONLY IF DIRECTED BY THE FLOORPLANS. TYPICALLY BOTH OF THE JUMPERS REMAIN. AFTER TESTING THE CIRCUIT, SNAP THE HORN STROBE APPLIANCE ONTO THE Z MOUNTING PLATE. TWO OPTIONAL LOCKING SCREWS ARE INCLUDED TO PROVIDE AN EXTRA SECURE INSTALLATION. TO REMOVE THE APPLIANCE, INSERT A SMALL FLAT -BLADE SCREWDRIVER INTO THE RELEASE TAPS ON THE SIDE OF THE APPLIANCE --DO NOT PRY OFF. THE FACP WILL SHOW A TROUBLE CONDITION ONCE THE APLIANCE IS REMOVED. JL POLARITY SHOWN IN ALARM STATE (SIGNALS ACTIVE) COMBINATION HORN STROBE CEILING APPLIANCE WIRING NOT TO SCALE -- SEE THE INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION CO INDOOR OR OUTDOOR, WALL MOUNT ONLY! 4.8" FRONT NO STROBE ADJUSTMENT 2.5" SIDE STANDARD STROBE CANDELA FACTORY SET AT 75 CANDELA HIGH -OUTPUT STROBE CANDELA FACTORY SET AT 177 CANDELA U ( 0 HORN PATTERN JUMPER FACTORY SET CODE 3 LEAVE IN PLACE HORN VOLUME JUMPER FACTORY SET © MED dB LEAVE IN PLACE SYNCHRONIZED CIRCUIT (+) (-) BACK CODE 3 a'E' n ff Jl AS SERIES WALL W.P. HORN STROBE SYMBOL MODEL AS -75 -R -WP WP WP DESCRIPTION RED COVER AS -HMC -WP HIGH -OUTPUT STROBE, RED COVER FLUSH MOUNT BACKBOX 4" SQUARE, 1-1/2° DEEP ELECTRICAL BOX AND SIEMENS MODEL MODEL # WFPAS-R FOR RED SURFACE MOUNT BACKBOX SIEMENS MODEL MODEL # WPBBS-R FOR RED WHITE BACKBOXES ARE NOT AVAILABLE WEATHERPROOF HORN STROBE MOUNTING NOTES: THE BACKBOX MUST BE WALL MOUNTED. BE CERTAIN THAT THE MOUNTING SURFACE IS FLAT AND THE WALL COMPLETELY COVERS THE BACK SURFACE OF THE BACKBOX. THE REAR OF THE BACKBOX MUST REMAIN INTACT IN OUTDOOR OR NEMA 3R APPLICATIONS. SIEMENS RECOMMENDS USING ONLY THE BOTTOM KNOCKOUT. USE A SMALL DAB OF CLEAR SILICON BEHIND THE HEAD OF THE MOUNTING SCREW. A PROPER WATERTIGHT CONDUIT FITTING MUST BE USED TO CONNECT THE BACKBOX FOR OUTDOOR APPLICATIONS. SEAL THE WIRES IN THE CONDUIT TO PREVENT MOISTURE FROM ENTERING THE BACKBOX. CAUTION: NOT RECOMMENDED FOR USE AT REFRIGERATOR / FREEZER DOOR ENTRANCES OR OTHER AREAS WITH PERSISTENT CONDENSATION. (+) () POLARITY SHOWN IN ALARM STATE (SIGNALS ACTIVE) LISTED FOR OUTDOOR USE UNDER UL STANDARD 1480 WHEN INSTALLED WITH SIEMENS WEATHERPROOF BACKBOX COMBINATION WEATHERPROOF HORN STROBE WIRING NOT TO SCALE -- SEE THE INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION WALL MODEL CEILING MODEL STANDARD STROBE OPTIONS: 15, 30, 75, OR 110 15, 30, 75, OR 95 HIGH-INTENSITY STROBE OPTIONS: 135, OR 185 115, OR 177 NOTIFICATION APPLIANCE NOTES THE SERIES Z PRODUCTS ARE DESIGNED WITH SEVERAL EASY -TO -INSTALL CAPABILHIES. BEFORE THE WALLS ARE COVERED, THE SERIES Z BASE PLATE CAN BE WIRED AND METERED TO IDENTIFY ANY CIRCUIT INSTALLATION ISSUES. THE BASE PLATE IS THEN PROTECTED BY A DISPOSABLE COVER DURING CONSTRUCTION. AFTER THE WALLS ARE ENCLOSED, THE SIGNAL APPLIANCE CAN QUICKLY SNAP ONTO THE BASE PLATE FOR VISUAL TESTING. FINALLY AFTER PAINTING, THE COLORED FACEPLATE (RED OR WHITE) SNAPS ONTO THE APPLIANCE. STROBE SIGNALS FEATURE FIELD SELECTABLE CANDELA SETTINGS AND AUDIBLE SIGNALS ARE ALSO FIELD SELECTABLE FOR HIGH/ LOW. THE AUDIBLE AND STROBES CAN BE SYNCHRONIZED ON A 2 -WIRE CIRCUIT WITH THE CAPABILITY TO SILENCE THE AUDIBLES, IF REQUIRED. CANDELA AND/ OR HORN SETTINGS WILL DETERMINE THE CURRENT DRAW OF THE APPUANCE. YES! -STRIP LEADS 8" -BREAK ALL IN -OUT WIRE RUNS th FOR PROPER SUPERVISION OF THE CIRCUIT. PROPER TERMINATION INTERNAL HORN VOLUME JUMPER SLIIINGS FOR HORNS & COMBINATION HORN/ STROBES FACTORY SET WITH BOTH JUMPERS INSTALLED FOR HIGH SOUND LEVEL OUTPUT AND CODE 3 HORN, ANSI S3.41 TEMPORAL PATTERN. DO NOT REMOVE THE JUMPERS UNLESS INDICATED ON THE FLOORPLANS. SOUND RATINGS ARE REDUCED BY 5 DB ON THE LOW dB SETTING. REMOVE JUMPER FOR REMOVE JUMPER TO REDUCE CONTINUOUS (SOLID) HORN 7 THE HORN SOUND LEVEL INSTALLATION NOTES • NEVER T -TAP THE NOTIFICATION APPLIANCE CIRCUIT. •ALL APPUANCES SHALL BE MOUNTED PER THE GUIDELINES ON SHEET FA -1. •ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM APPUANCE. • INDIVIDUAL WIRES SHOULD BE BENT AT 90' BEFORE ATTACHING TO THE SCREW TERMINAL WIRING SHOULD THEN BECAREFULLY BE PUSHED BACK TO MINIMIZE STRESS ON THE TERMINAL BLOCK. • INSTALL AN EOL AT THE LAST APPLIANCE ON THE CIRCUIT FOR NFPA 72 CLASS B CIRCUITS OR FOR CLASS A SYSTEMS, RETURN THE CIRCUIT TO THE POWER SOURCE. • IF SHIELDED WIRE 15 USED, LAND THE SHIELD ONLY AT THE SOURCE. DO NOT CONNECT OR LAND THE SHIELD TO THE APPLIANCE. IMPROPER TERMINATION NOTIFICATION APPLIANCE INSTALLATION NOTES NOT TO SCALE --FOR INSTALLER'S REFERENCE INDOOR, CEILING MOUNT ONLY! 5.0" LU Q J W d En L Z MOUNTING PLATE 00 BOTTOM Z MOUNTING PLATE SYNCHRONIZED CIRCUIT SIDE 0 0 0 o 00 PULL FIELD WIRE THRU OPENING O of o - 00 0 0 Z SERIES CEILING MOUNTED STROBE SYMBOL MODEL DESCRIPTION ZR -MC -CR RED COVER ZR -MC -CW WHITE COVER ZR -HMC -CR HIGH-INTENSITY STROBE, RED COVER ZR -HMC -CW HIGH-INTENSITY STROBE, WHITE COVER FLUSH MOUNT BACKBOX SINGLE -GANG, DOUBLE -GANG, 4" SQUARE, 4" OCTAGON, OR A 3-1/2" OCTAGON BACKBOX SURFACE MOUNT BACKBOX SIEMENS MODEL: ZBB-R FOR RED SIEMENS MODEL: ZBB-W FOR WHITE OPTIONAL CEIUNG SUPPORT BRIDGE, MODEL: SB -W CEILING INSTALLATION NOTES THE Z MOUNTING PLATE FASTENS DIRECTLY ONTO THE BACKBOX (SURFACE OR FLUSH), SCREWS PROVIDED. ON THE BACK OF THE STROBE APPLIANCE, SLIDE THE STROBE CANDELA SWITCH TO MATCH THE STROBE CANDELA VALUE SHOWN ON THE FLOORPLANS. THIS SETTING IS ALSO VISIBLE ON THE STROBE LENS. AFTER TESTING THE CIRCUIT, SNAP THE STROBE APPLIANCE ONTO THE Z MOUNTING PLATE. TWO OPTIONAL LOCKING SCREWS ARE INCLUDED TO PROVIDE AN EXTRA SECURE INSTALLATION. TO REMOVE THE APPLIANCE, INSERT A SMALL FLAT -BLADE SCREWDRIVER INTO THE RELEASE TAPS ON THE SIDE OF THE APPLIANCE --DO NOT PRY OFF. THE FACP WILL SHOW A TROUBLE CONDITION ONCE THE APLIANCE IS REMOVED. JI. POLARITY SHOWN IN ALARM STATE (SIGNALS ACTIVE) STROBE CEILING APPLIANCE CIRCUIT WIRING NOT TO SCALE -- SEE THE INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION DEVICE WIRING DIAG SCALE: NOT TO SCALE 0 1.0 INDOOR, CEILING MOUNT ONLY! 5.0" Z MOUNTING PLATE 00 at BOTTOM Z MOUNTING PLATE SYNCHRONIZED CIRCUIT ( I 1 i SIDE 0 0 0 o O 00 PULL FIELD WIRE THRU OPENING - 0 0 OoI ll00 Z SERIES CEILING MOUNTED HORN STROBE SYMBOL MODEL DESCRIPTION ZH-MC-CR RED COVER ZH-MC-CW WHITE COVER ZH-HMC-CR HIGH-INTENSITY STROBE, RED COVER ZH-HMC-CW HIGH-INTENSITY STROBE, WHITE COVER FLUSH MOUNT BACKBOX SINGLE -GANG, DOUBLE -GANG, 4" SQUARE, 4" OCTAGON, OR A 3-1/2" OCTAGON BACKBOX SURFACE MOUNT BACKBOX SIEMENS MODEL ZBB-R FOR RED SIEMENS MODEL ZBB-W FOR WHITE OPTIONAL CEILING SUPPORT BRIDGE, MODEL SB -W CEILING INSTALLATION NOTES THE Z MOUNTING PLATE FASTENS DIRECTLY ONTO THE BACKBOX (SURFACE OR FLUSH), SCREWS PROVIDED. ON THE BACK OF THE HORN STROBE APPLIANCE, SUDE THE STROBE CANDELA SWITCH TO MATCH THE STROBE CANDELA VALUE SHOWN ON THE FLOORPLANS. THIS SETTING IS ALSO VISIBLE ON THE STROBE LENS. REMOVE THE HORN JUMPERS ONLY IF DIRECTED BY THE FLOORPLANS. TYPICALLY BOTH OF THE JUMPERS REMAIN. AFTER TESTING THE CIRCUIT, SNAP THE HORN STROBE APPLIANCE ONTO THE Z MOUNTING PLATE. TWO OPTIONAL LOCKING SCREWS ARE INCLUDED TO PROVIDE AN EXTRA SECURE INSTALLATION. TO REMOVE THE APPLIANCE, INSERT A SMALL FLAT -BLADE SCREWDRIVER INTO THE RELEASE TAPS ON THE SIDE OF THE APPLIANCE --DO NOT PRY OFF. THE FACP WILL SHOW A TROUBLE CONDITION ONCE THE APLIANCE IS REMOVED. JL POLARITY SHOWN IN ALARM STATE (SIGNALS ACTIVE) COMBINATION HORN STROBE CEILING APPLIANCE WIRING NOT TO SCALE -- SEE THE INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION CO INDOOR OR OUTDOOR, WALL MOUNT ONLY! 4.8" FRONT NO STROBE ADJUSTMENT 2.5" SIDE STANDARD STROBE CANDELA FACTORY SET AT 75 CANDELA HIGH -OUTPUT STROBE CANDELA FACTORY SET AT 177 CANDELA U ( 0 HORN PATTERN JUMPER FACTORY SET CODE 3 LEAVE IN PLACE HORN VOLUME JUMPER FACTORY SET © MED dB LEAVE IN PLACE SYNCHRONIZED CIRCUIT (+) (-) BACK CODE 3 a'E' n ff Jl AS SERIES WALL W.P. HORN STROBE SYMBOL MODEL AS -75 -R -WP WP WP DESCRIPTION RED COVER AS -HMC -WP HIGH -OUTPUT STROBE, RED COVER FLUSH MOUNT BACKBOX 4" SQUARE, 1-1/2° DEEP ELECTRICAL BOX AND SIEMENS MODEL MODEL # WFPAS-R FOR RED SURFACE MOUNT BACKBOX SIEMENS MODEL MODEL # WPBBS-R FOR RED WHITE BACKBOXES ARE NOT AVAILABLE WEATHERPROOF HORN STROBE MOUNTING NOTES: THE BACKBOX MUST BE WALL MOUNTED. BE CERTAIN THAT THE MOUNTING SURFACE IS FLAT AND THE WALL COMPLETELY COVERS THE BACK SURFACE OF THE BACKBOX. THE REAR OF THE BACKBOX MUST REMAIN INTACT IN OUTDOOR OR NEMA 3R APPLICATIONS. SIEMENS RECOMMENDS USING ONLY THE BOTTOM KNOCKOUT. USE A SMALL DAB OF CLEAR SILICON BEHIND THE HEAD OF THE MOUNTING SCREW. A PROPER WATERTIGHT CONDUIT FITTING MUST BE USED TO CONNECT THE BACKBOX FOR OUTDOOR APPLICATIONS. SEAL THE WIRES IN THE CONDUIT TO PREVENT MOISTURE FROM ENTERING THE BACKBOX. CAUTION: NOT RECOMMENDED FOR USE AT REFRIGERATOR / FREEZER DOOR ENTRANCES OR OTHER AREAS WITH PERSISTENT CONDENSATION. (+) () POLARITY SHOWN IN ALARM STATE (SIGNALS ACTIVE) LISTED FOR OUTDOOR USE UNDER UL STANDARD 1480 WHEN INSTALLED WITH SIEMENS WEATHERPROOF BACKBOX COMBINATION WEATHERPROOF HORN STROBE WIRING NOT TO SCALE -- SEE THE INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION NIC U410 f Tm11 P104215 1VC (oDE 0/4571031) 0000 LUG 0 00o0 0000 0000 0000 0000 0000 0000 0000 0000 7� 0000 -$d HOT POWER SUPPLY Deo* NUET 0000 0000 ACUND oo00o000000oo0oo00oeoo0oo0000 00000000000000000000000000000 0000000000000000000000000000000001, o 000000000000000000000000o0000o000 0 0 1:03 CII] J3 J1 4110 (+) 617 (-) J16 llow 01 AO( 2004 1W1 7M7 PAD -4 6A AUDIBLE EXTENDER PANEL PAD -4 -MB t_ 1811(0 1,V11111110t1 P1 101 Ea. W M 2411. 1/201 ,xt 1015 T0101 A3 101 00 BATTERY 12 VOLT - 7M BATTER' 12 VOLT -7AH PAD -4 NAC CIRCUIT EXTENDER PANEL PAD -4 ENCLOSURE DIMENSIONS: 14.00'W x 18.0011 x 3.00'D NAC PANEL DIAGRAMS SCALE: NOT TO SCALE 0 1-41 FC2025 NAC #1 OUTPUT .(4- N9 + DESIGO FC -2025 FACP NOT TO SCALE FACP PANEL DIAGRAMS SCALE: NOT TO SCALE AV-1dSIa dO J31N20 01 x,9-.9 Z O (l) L7.. m mm N DEVICE ADDRESS DEVICE LABEL LOCATION 1.001 SMOKE DETECTOR FL1 MDF A107 AT FACP 1.002 MINI MONITOR MODULE MM PS FL1 VEST A120 1.003 MINI MONITOR MODULE MM FL1 MDF A107 NAC -N1 1.004 MINI MONITOR MODULE MM FL1 MDF A107 NAC -N2 1.005 DUAL MONITOR MODULE DM FL1 STAIR S1 1.006 MINI MONITOR MODULE MM PS FL1 VEST C139 1.007 SMOKE DETECTOR SD FL1 ELEV LOBBY 1.008 SMOKE DETECTOR SD FL1 ELEV MACH RM 6120 1.009 SMOKE DETECTOR SD FL2 ELEV LOBBY 1.010 DUCT DETECTOR DD FL1 INT C108 1.011 DUCT DETECTOR DD RF DOAS-Al SERVING FL1 AREA A 1.012 DUCT DETECTOR DD RF DOAS-Al SERVING FL1 AREA A 1.013 DUCT DETECTOR DD RF DOAS-B1 SERVING AREA B 1.014 MINI MONITOR MODULE MM NAC2 FL1 MDF A107 1.015 DUAL MONITOR MODULE DM WET SPRINKLER WF -TS 1.016 DUAL MONITOR MODULE DM WET SPRINKLER PIV 1.017 DUAL MONITOR MODULE DM DRY SPRINKLER TS -PS 1.018 DUAL MONITOR MODULE DM DRY SPRINKLER WF -TS 1.020 CONTROL RELAY CR DOAS-C1 1.021 CONTROL RELAY DD RF DOAS-A2 SERVING FL2 AREA A 1.022 CONTROL RELAY CR DOAS-Al 1.023 CONTROL RELAY CR DOAS-B1 1.024 CONTROL RELAY CR FL1 ELEV PRIMARY RECALL 1.025 CONTROL RELAY CR FL1 ELEV ALT RECALL 1.026 CONTROL RELAY CR FL1 ELEV FF HAT ICON 1.030 PULL STATION - DUAL ACTION PS FL1 RECORDS OPEN OFFICE A117 1.031 PULL STATION - DUAL ACTION PS FL1 VESTIBULE A126 1.032 PULL STATION - DUAL ACTION PS FL1 LARGE EVIDENCE VEST A136 1.033 PULL STATION - DUAL ACTION PS FL1 VESTIBULE A133 1.034 PULL STATION - DUAL ACTION PS FL1 VESTIBULE A126 1.035 PULL STATION - DUAL ACTION PS FL1 VESTIBULE 8119 1.036 PULL STATION - DUAL ACTION PS FL1 LOBBY B100 NORTH EXIT 1.037 PULL STATION - DUAL ACTION PS FL1 LOBBY B100 NORTH EXIT 1.038 PULL STATION - DUAL ACTION PS FL1 RECORDS LOBBY A100 1.039 PULL STATION - DUAL ACTION PS FL2 STAFF STAIR S2 1.040 HEAT DETECTOR HD FL1 ELEV MACH RM B120 1.050 PULL STATION - DUAL ACTION PS FL2 STAIR S1 1.051 PULL STATION - DUAL ACTION PS FL1 COURTS LOBBY NORTH EXIT NIC U410 f Tm11 P104215 1VC (oDE 0/4571031) 0000 LUG 0 00o0 0000 0000 0000 0000 0000 0000 0000 0000 7� 0000 -$d HOT POWER SUPPLY Deo* NUET 0000 0000 ACUND oo00o000000oo0oo00oeoo0oo0000 00000000000000000000000000000 0000000000000000000000000000000001, o 000000000000000000000000o0000o000 0 0 1:03 CII] J3 J1 4110 (+) 617 (-) J16 llow 01 AO( 2004 1W1 7M7 PAD -4 6A AUDIBLE EXTENDER PANEL PAD -4 -MB t_ 1811(0 1,V11111110t1 P1 101 Ea. W M 2411. 1/201 ,xt 1015 T0101 A3 101 00 BATTERY 12 VOLT - 7M BATTER' 12 VOLT -7AH PAD -4 NAC CIRCUIT EXTENDER PANEL PAD -4 ENCLOSURE DIMENSIONS: 14.00'W x 18.0011 x 3.00'D NAC PANEL DIAGRAMS SCALE: NOT TO SCALE 0 1-41 FC2025 NAC #1 OUTPUT .(4- N9 + DESIGO FC -2025 FACP NOT TO SCALE FACP PANEL DIAGRAMS SCALE: NOT TO SCALE AV-1dSIa dO J31N20 01 x,9-.9 Z O (l) L7.. m mm N DESCRIPTION REVISED PER PRELIMINARY REVIEW dtD 0 Z ',- N ro s}- LC) CD BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 PANEL DIAGRAMS DRAWN BY: BSG SCALE: NOT TO SCALE DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA 33 OF 11 SHEETS 1.024 1.025 CR FL1 ELEV PRIMARY RECALL 1.020 CR 1.023 1.022 CR DOAS-B1 1.021 CR DOAS-Al ROOF 1.013 1.012 CR DOAS-A2 1.050 DA 1.039DA PS FL2 STAIR 51 SECOND FLOOR DD RF DOAS-B1 SERVING AREA B 1.009 1.011 DD RF DOAS-Al SERVING FL1 AREA A DD RF DOAS-A2 SERVING FL2 AREA A 5 TO SLC CKT ON FL2 PS FL2 SD FL2 STAFF ELEV STAIR S2 LOBBY 1.051 DA 1.040 1.038 DA 1 (TYP) 1.037 DA P !�1 P P PS FL1 COURTS LOBBY NORTH EXIT 1.026 1.030 DA 1.031 DA 1.032 DA 1.033 DA CR FL1 ELEV ALT RECALL 1.010 CR FL1 ELEV FF HAT ICON PS FL1 RECORDS OPEN OFFICE A117 1.008 1.007 CR DOAS-C1 DD FL1 INT C108 FIRST FLOOR SD FL1 SD FL1 ELEV MACH ELEV RM B120 LOBBY PS FL1 VESTIBULE A126 1.006 MM PS FL1 VEST C139 PS FL1 LARGE EVIDENCE VEST A136 1.005 DM FL1 STAIR Si HD FL1 ELEV MACH RM B120 PS FL1 RECORDS LOBBY A100 1.034 DA 1.035 DA PS FL1 VESTIBULE Al 33 1.004 MM FL1 MDF A107 NAC -N3 PS FL1 LOBBY B100 NORTH EXIT 1.036 DA PS FL1 PS FL1 PS FL1 VESTIBULE VESTIBULE LOBBY A126 B119 B100 NORTH EXIT 1.003 1.002 DRY SPRINKLER 1.001 B B -Q 2B -Q B6 N3-3 (TYP) N3-2 (TYP) CI M Lf) M r Z I M U I n Z tri t::i t v tti t� t?i t v t?i t� fry N N Z c0 I N Z cO I N oZ tti t� tri t t� t'• t t� tit tY t U I Z 3B -Q MM FL1 MM PS FL1 FL1 MDF MDF A107 VEST A120 A107 AT 1 (TYP) NAC -N1 FACP A -Q WET SPRINKLER PIV 1.010E ANN NP AN N 3B -Q B (SJYNC) N3 1 NAC 120 VAC o- E DEDICATED NP b 1.003 N3-1 (TYP CI M Lf) N r Z N2-3 (TYP) N2-1 (TYP) 2B -Q 1 CI r 10 CV Z CO U 1 rL ) Z M r to CV r Z L) t0 ci r p- ▪ Z Z r CI M 10 Z I cz r LO Z gWP CO Z 00 1 M •- N_ M_ I 1 1 M p If)M IoM OM I-- Z M i -kw- N3-3 N M �- co co I� co O CV N I I I I I I U I cp.) 1 UN UN UN UN UN UN LoZ LOZ LoZ LOZ LoZ LIZ LOZ Lor) O O _ N_ 1 1 1 I Co re) �Z PL?Z PO= 5WP 5 i 6.,,,_ N3-1 0, 1 ca M to cv 1 If) CV O N 1 I 1 M p re) .-Z �Z gb/W"- N2-3 M et Lo I I 1 0 CV CV CV MZ .Lo"Z -Z 03.1 ta r24 N r Z 3B -Q 4B -c) B6 N2-4 (TYP) Co N Z N to Z CI eV If) N n N2-2 (TYP) 0 �1 ✓ Z N1-4 (TYP) p c Lo- c0 f` O 0) 1 1 1 1 N N N f1 )N f) IfIN LfLN r Z Z r Z Z 5WP c0 Z g:1-w\t"- N2-2 00 0) I 1 1 c) d pp� nz �Z v.)z tr1 �1 6.3 6.3 2B --o 3B -c' 1.014 E N2 NAC B (SYNC) N1 B b B N1-3 (TYP) 4• z N1-2 (TYP) Lo 1 N L▪ z 1 N Lr ca z -JAM- N1-4 intvo- N2-1 i-vV0- N3-2 N M st 7I I I p p "1' p U I LO CV ION �Z 4- Z r Z I I 1 CM M Co re) 0 c_) 0M r Z M Z M Z N MNI_ 1 I 1 CI N Lrz 4- Z MZ i -AA.^- N1-2 Vvv`- N1-3 ROOF SECOND FLOOR gl-vVV" N2-4 N M ..:1- Io c0 N. CO 0) r Ln I 1 1 I 1 1 II 1 I 1 1 1 I 1 1 p`"' pr pr pr pr pr p."- pr pr pr pr pr pr pr pr pr v I U I C.) I U I U I C.) 1 U 1 C.) I U I U I U I c.) I U I U I c.) 1 U I LC) o.- Lor Lo Lor Lor Or Or to - for Lor it)r Lor Lor Lor Lo - Lo- rZ �z rz rZ rZ MZ MZ rZ rZ I --Z rZ 1--z rz rZ rZ rz E 1.004 N1-1 (TYP) 120 VAC DEDICATED F-2 (TYP) ty� Ea 8 ► ►�►� ►i i ►i►1I ty� ti►11 p1 N M li I N WP �-WP A -F-2 RISER DIAGRAM SCALE: NOT TO SCALE aNNO-- N1-1 FIRST FLOOR CI ri5- } CO BSGA o it - mc) 0 REVISED PER PRELIMINARY REVIEW DATE 0) T co T 0 r Z ..- N M s!- 10 c0 BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 RISER DIAGRAM 8c SCHEDULES DRAWN BY: BSG SCALE: NOT TO SCALE DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA -n OF 11 SHEETS ,i/1 N2, 1. CURRENT DRAW CALCUL/ POWER SUPPLY: PAD -4 9AMP EXTENDER: N1 Project Name: Tukwila Justice Center Project #: 440P-272487 DEVICE MODEL DEVICE TYPE STROBE CANDELA CURRENT Standby (AMPS) Alarm APPLIANCE N1-1 QUANTITIES N1-2 N1-3 PER CIRCUIT N1-4 AUX AS -HMC -R -WP Vvedufefpfuuf 15cd 0.068 0.124 0 0 0 0 ''' AS -HMC -R -WP bVe`ft,ldof 30cd 12 AWG 0.000 0 0 0 0 '• ,.,.. MBDC-10 Not in Database N/A PASS 0.000 0 0 0 0 e ; `,x ST -75 -R -W P VV edU lel pi ow 04....,„1.,- 30cd PASS 0.000 0 0 0 0 +, . v 7,;: ZH-MC-W Hornstrobe 15cd PASS 0.078 12 11 7 5 ,, ZH-MC-W Hornstrobe 30cd PASS 0.113 2 2 4 1 PASS ZH-MC-W Hornstrobe 75cd 1.93 0.195 2 1 2 3 a, ii ZH-MC-W Hornstrobe 110cd 5.307 0.259 0 0 0 0 e-' 'rh i M 4 K a { Rai • 4 tF a as •L • v iiA ti� b di'i ABHW-4S Sounder Base 0.001 0.165 iNgiO PAD -3 Power Supply 0.000 0.007 PAD -4 Power Supply 0.000 0.007 `f] ,• .w NOTE: All calculations utilize horn settings @ the highest setting (largest draw) AUXILIARY OUTPUT Standby Alarm Flush 24vdc door holder [SDH -2D] 0.068 0.068 Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 0.068 0.068 0.068 0.068 Double floor mount door holder [SDH -6D] HZM 0.136 0.001 0.136 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. 1.552 1.279 1.388 1.088 0.000 Page 3 1. CURRENT DRAW CALCUL/ POWER SUPPLY: PAD -4 9AMP EXTENDER: N2 Project Name: Tukwila Justice Center Project #: 440P-272487 DEVICE MODEL DEVICE TYPE STROBE CANDELA CURRENT (AMPS) Standby Alarm APPLIANCE QUANTITIES PER CIRCUIT N2-1 1 N2-2 N2-3 N24 AUX AS -HMC -R -WP AS -HMC -R -WP MBDC-10 ST -75 -R -WP ZH-MC-W ZH-MC-W ZH-MC-W ZH-MC-W ABHW-4S PAD -3 PAD -4 Int t dufefpf(Jul Vti'e i lfPtful Not in Database Weatherproof Strobe Hornstrobe Hornstrobe Hornstrobe Hornstrobe Sounder Base Power Supply Power Supply 15cd 30cd N/A 30cd 15cd 30cd 75cd 110cd 0.001 0.000 0.000 0.124 0.000 0.000 0.000 0.078 0.113 0.195 0.259 0.165 0.007 0.007 0 0 0 0 13 2 0 0 1 0 0 0 5 2 1 0 0 0 0 0 9 2 0 1 0 0 0 0 14 0 0 0 NOTE: All calculations utilize horn settings @ the highest setting largest draw) AUXILIARY OUTPUT Standby Alarm Flush 24vdc door holder [SDH -2D] 0.068 0.068 Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] 0.068 0.068 0.068 0.068 Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 Double floor mount door holder [SDH -6D] HZM 0.136 0.001 0.136 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. 1.240 0.935 1 1.187 1.092 0.000 Page 5 1. CURRENT DRAW CALCUL/ POWER SUPPLY: PAD-4-CLSA 9AMP EXTENDER: N3 Project Name: Tukwila Justice Center Project #: 440P-2724 DEVICE MODEL DEVICE TYPE STROBE CANDELA CURRENT Standby (AMPS) Alarm APPLIANCE N3-1 QUANTITIES N3-2 N3-3 PER CIRCUIT N3-4 AUX AS -HMC -R -WP wealherpm°fHghoulpuIHomslmhe 15cd 0.068 0,124 0 0 0 0 =t, AS -HMC -R -WP WOl a of H n o„w , H ."be 30cd 12 AWG 0.000 2 0 0 0 0.068 MBDC-10 Not in Database N/A PASS 0.000 0 0 0 0 r,., ST -75 -R -W P Weatherproof Strobe 30cd PASS 0.000 0 0 0 0 1.93 ZH-MC-W Homstrobe 15cd PASS 0.078 1 17 8 0 ,, ZH-MC-W Hornstrobe 30cd PASS 0.113 6 2 2 0 PASS ZH-MC-W Hornstrobe 75cd 1.93 0.195 3 0 3 0 ZH-MC-W Hornstrobe 110cd 5.307 0.259 0 0 0 0 4� t 0. 4 K a { Rai • tF a J1 • d y ABHW-4S Sounder Base 0.001 0.165 ,; PAD -3 Power Supply 0.000 0.007 ; PAD -4 Power Supply 0.000 0.007 NOTE: All calculations utilize horn settings @ the highest setting (largest draw AUXILIARY OUTPUT Standby Alarm Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold Flush 24vdc door holder [SDH -2D] 0.068 0.068 * 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 Surface 24vdc door holder [SDH -3D] 0.068 0.068 SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) • CKT. OHMS Flush 24vdc door holder [SDH -4D] 0.068 0.068 12 AWG , � r „, PASS Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 PASS 10.4% PASS N1-2 12 AWG Double floor mount door holder [SDH -6D] 0.136 0.136 PASS 1.325 PASS 22.3 PASS HZM 0.001 0.000 12 AWG 381.08 1.93 PASS CURRENT DRAW PER CIRCUIT IN AMPERES: PASS 22.0 PASS 8.5% PASS 1.341 1.552 1.435 0.000 0.000 EXTENDER Siemens Industry, Inc. Page 7 2. CURRENT LOAD & VOLTAGE DROP CALCULATIONS N1 Project Name: Tukwila Justice Center Project #: 440P-272487 SYSTEM INFORMATION &PROJECT THRESHOLDS - PAD -4 9AMP 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 24.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (max 20%) N1-1 12 AWG 416.33 1.93 1.552 PASS 1.607 PASS 21.5 PASS 10.4% PASS N1-2 12 AWG 343.33 1.93 1.279 PASS 1.325 PASS 22.3 PASS 7.1% PASS N1-3 12 AWG 381.08 1.93 1.388 PASS 1.471 PASS 22.0 PASS 8.5% PASS N1-4 12 AWG 301.67 1.93 1.088 PASS 1.164 PASS 22.7 PASS 5.3% PASS AUX 12 AWG 12 AWG 1.93 0.000 PASS 0.000 PASS 24.0 PASS 0.0% PASS TOTAL EXTENDER CURRENT [AMPS]: 5.307 PASS PASS 3.0 2.5 2.0 - co E 1.5 - a 1.0 - 0.5 0.0 1.552 1.388 1.088 0.000 N1-1 N1-2 N1-3 OUTPUTS N1-4 AUX 3. BATTERY SIZE CALCULATION N1 STANDBY Standby Period in Hours-> Extender internal current-> Extender circuit current-> Total Standby Current -> Standby Amp-Hrs Required-> 24 Hr 0.066 amp 0.001 amp 0.067 amp 1.61 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender internal current 5.307 amp <-Extender circuit current 10.307 amp <-Total Alarm Current: 2.58 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor ->J 4.18 AH 20% 5.02 AH 7.00 AH 167% PASS Maximum Battery Capacity: 18 A.H (Maximum Inside Enclosure: 7 A.H.) EXTENDER Siemens Industry, Inc. Page 4 2. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Justice Center Project #: 440P-272487 SYSTEM INFORMATION & PROJECT THRESHOLDS - PAD -4 9AMP I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 24.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 252 pt Periphery Board CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (max 20%) N2-1 12 AWG 567.50 1.93 1.240 PASS 2.191 PASS 21.3 PASS 11.3% PASS N2-2 12 AWG `i 383.33 1.93 0.935 PASS 1.480 PASS 22.6 PASS 5.8% PASS N2-3 12 AWG 297.58 1.93 1.187 PASS 1.149 PASS 22.6 PASS 5.7% PASS N2-4 12 AWG 371.08 1.93 1.092 PASS 1.432 PASS 22.4 PASS 6.5% PASS AUX 12 AWG 1.93 0.000 PASS 0.000 PASS 24.0 PASS 0.0% PASS TOTAL EXTENDER CURRENT [AMPS]: 4.454 PASS 3.0 - 2.5 - 2.0 - 0) n 1.5 1.0 - 0.5 - 0.0 1240 0.935 1.187 1.092 0.000 N2-1 N2-2 N2-3 OUTPUTS N2-4 AUX 3. BATTERY SIZE CALCULATION N2 STANDBY Standby Period in Hours-> 24 Hr linternal current-> 0.066 amp Circuit current-> 0.001 amp Total Standby Current -> 0.067 amp Standby Amp-Hrs Required-> 1.61 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender internal current 4.454 amp <-Extender circuit current 9.454 amp <-Total Alarm Current: 2.36 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 3.97 AH 20% 4.77 AH 7.00 AH 176% PASS Maximum Battery Capacity: 18 A.H (Maximum Inside Enclosure: 7 A.H.) EXTENDER Siemens Industry, Inc. Page 6 2. CURRENT LOAD & VOLTAGE DROP CALCULATIONS N3 Project Name: Tukwila Justice Center Project #: 440P - SYSTEM INFORMATION & PROJECT THRESHOLDS - PAD-4-CLSA 9AMP J 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 24.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 252 pt Periphery Board CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (max 20%) N3-1 14 AWG 384.67 3:07 1,341 PASS 2.362 PASS 20.8 PASS 13.2% PASS N3-2 14 AWG ' 496.50 3.07 1.552 PASS 3.049 PASS 19.3 PASS 19,7% PASS N3-3 14 AWG 384.75 3.07 1.435 PASS 2.362 PASS 20.6 PASS 14.1% PASS N3-4 14 AWG 0.00 3:07 0.000 PASS 0.000 PASS 24.0 PASS 0.0% PASS AUX 14 AWG 3:07 0.000 PASS 0.000 PASS 24.0 PASS 0.0% PASS TOTAL EXTENDER CURRENT [AMPS]: 4.328 PASS 3.0 2.5 1.341 0.5 0.0 N3-1 1.552 N3-2 1.435 N3-3 OUTPUTS 0.000 N3-4 0.000 AUX 3. BATTERY SIZE CALCULATION N3 STANDBY Standby Period in Hours-> Extender internal current-> Extender circuit current-> Total Standby Current-> Standby Amp-Hrs Required-> 24 Hr 0.066 amp 0.001 amp 0.067 amp 1.61 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender internal current 4.328 amp <-Extender circuit current 9.328 amp <-Total Alarm Current: 2.33 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> 3.94 AH Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 20% 4.73 AH 7.00 AH 178% PASS Maximum Battery Capacity: 18 A.H (Maximum Inside Enclosure: 7 A.H.) EXTENDER Siemens Industry, Inc. Page 8 NAC CALCULATIONS_ SCALE: NOT TO SCALE SIEMENS FV2025/FV2050 Power Supply & Battery Calculations Project Name: Tukwila Justice Center Project Location: Tukwila, Wa Panel Location: FL1 MDF A107 Project Number: 440P-272487 Node: #1 Date: October 16, 2019 Module Description Module Feature Qty Standby Current Alarm Current FCM2018-U2 Standard Operating Unit 0.00224 1 1 0.125 0.125 FCI2016-U1 252 pt Periphery Board 0.00028 1 0.110 0.110 12 SLC load 0 042 HTRI-S/M Single input module NAC load 1 " -0.042 0.007' 0.00560 Aux power load 1 0.000 0.000 5 Bell Follower No 0.000 0.000 FCA2016-U1 RS -485 module 1 1 0.055 0.055 FT2015->c< Remote annunciator - control 1 2 0.068 0.068 FCA2015-U1 DACT 1 0.025 0.025 Devices Description Qty Standby Alarm FD0421 Photo detector 8 0.00224 0.00224 FDT421 Thermal detector _ 1 0.00028 0.00028 HMS-S/D/M Manual station 12 0.01680 0.01680 HTRI-S/M Single input module 4 0.00560 0.00560 HTRI-D Dual input module 5 0.00700 0.00700 HTRI-R Singl input/single relay module 7 0.00980 0.00980 Total CHECKED BY: RJ 37 0.04172 0.04172 Total Current Standby Time (hrs) Alarm Time (min) AH required (no reserve) Battery Reserve AH Required (with reserve) System OK 0.4251 0.473 Use 170W power supply 24 10.19 15 125% Battery Size Provided 15 AH 0.12 10.31 12.89jSystem OK FACP CALCULATIONS SCALE: NOT TO SCALE Z O m m N m Z o a 8 N o REVISED PER PRELIMINARY REVIEW 1 0, I I 0 Z - Cl M d- V7 CD BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEI1919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 FACP NAC CALCULATIONS DRAWN BY: BSG SCALE: NOT TO SCALE DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA 0 5 OF 11 SHEETS FA09 FA08 TO NAC POWER SUPPLIES IN MDF ROOM A107 FLAGNOTES: "T—TAPPING" OF SLC CIRCUITS IS ALLOWED BUT SHOULD BE KEPT TO A MINIMUM FOR EASE OF FUTURE TROUBLESHOOTING AND TO MAINTAIN CIRCUIT CAPACITANCE— MOUNT NAC DEVICES SUCH THAT THE ENTIRE LESS IS NO LESS THAN 80" ABOVE FINISHED FLOOR. CONNECT NEW AUDIONISUAL DEVICES TO NEW NOTIFICATION APPLIANCE EXTENDER PANELS. ENSURE CIRCUIT INTEGRITY IS MAINTAINED. 'T—TAPPING" OF NOTIFICATION APPLIANCE CIRCUITS, (NAC), IS NOT ALLOWED. CONNECT MONITOR MODULE TO TROUBLE OUTPUT OF NAC PANEL. MOUNT RELAY WITHIN 36" OF CONTROL POINT OF DEVICE BEING CONTROLLED. FIELD VERIFY BEST MOUNTING LOCATION PRIOR TO ROUGHING IN BACK BOX. u FA08 30CD N1-4-93 COURTS STORAGE B195 COM A 1.036 c� CO FE ,02 1 'LAT ION N2-2-5 15CD N2-2 ALL 15CC N1— —16 1.0241.025 1.0� 15 D W ER 0 EOC B107 j N2-2 FA08 FA07 CHAIR & TABLE STORAGE Fl (....._./ 15CD 30CD N2-2-1 0 N2-2-9 N1-3 30CD / 15CD CIRCULATION 15CD r N1-3-10 A1s� > N1-1-15 j SGT MEF -TING a PATIO' 1ST FLOOR PLAN - AREA B SCALE: 1/8"=1'-0" III I L- I 4 1- Ali I I II I MEN KEY PLAN FA08 FA07 AREA "C" AREA "B" AREA "A" 0 (7 C,..I >-c° mm DESCRIPTION REVISED PER PRELIMINARY REVIEW DATE rn i co I 0 Z — N N 7 .4. In (.0 BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 1ST FLOOR PLAN - AREA B DRAWN BY: BSG SCALE: 1 /8"=1'-0" DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA 071 OF 11 SHEETS 0 I° 0 q 0 ii -Y VESi1 U it 15CD�...., 30CD B� IP HOLD 0133 15CD 15CD ''tit N2-3-11 137; N2-3—)2 N2-3 CT I 1.051 N2-3-2 --a TA 3OCDN2-3 N2-3 OI4k in 15C?4k �7�? MECH C127 ELECTRIf C128 / N2-4-13 11OCD ASSEMBLY N2-3-5 <_....._C134 IS EMERGENCY ELECTRICAL "......../ VES11BU C11 BA 15CD Vs?7,1- N2-4-7 15CD N2-4-6 1.010 r , 15CD N2-1-14 30CD - N2-1-13 D4REC� 1-012 —10 15CD 15CD N2-1-12 N2-1-9 30CD N2-1-4 0 FLAGNOTES: �► "T -TAPPING" OF SLC CIRCUITS IS ALLOWED BUT SHOULD BE KEPT TO A MINIMUM FOR EASE OF FUTURE TROUBLESHOOTING AND TO MAINTAIN CIRCUIT -CAPACITANCE. MOUNT NAC DEVICES SUCH THAT THE ENTIRE LESS IS -WY -LESS THAN 80" ABOVE FINISHED FLOOR. CONNECT NEW AUDIOVISUAL DEVICES TO NEW NOTIFICATION APPLIANCE EXTENDER PANELS. ENSURE CIRCUIT INTEGRITY IS MAINTAINED. 7 -TAPPING" OF NOTIFICATION APPLIANCE CIRCUITS, (NAC), IS NOTALLOWED. CONNECT MONITOR MODULE TO TROUBLE OUTPUT OF NAC PANEL. MOUNT RELAY WITHIN 36" OF CONTROL POINT OF DEVICE BEING CONTROLLED. FIELD VERIFY BEST MOUNTING LOCATION PRIOR TO ROUGHING IN BACK BOX. B CCUPTS OPEN OFFICE.' C112.......> _e_116.\.09 FA08 15CD N2-1-7 15CD N2-1-6 PROBATION M NAGER /11+ 15CD N2-1-15 TI B B 15CD N2-1-1 B 15CD N2-1-6 NP b TO NAC POWER SUPPLIES IN MDF ROOM A107 5 -7grn PROJAtiiON FA09 FA08 75CD 75nn Id KEY PLAN AREA "C" AREA "B" AREA "A" REVISION m m N m DESCRIPTION REVISED PER PRELIMINARY REVIEW DATE rn i a> i 0 Z �- N M ",:1-tD BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 L BLVD DRAWN BY: BSG SCALE: 1 /8"=1'-0„ DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA 0 8 OF 11 SHEETS N3- ' Np 3001 N3-1-8 ACCRED;TATION WORKROOM r J V? k A DER 2 150 15C 'f N3-2-10 R ^, N3-2--9 SECURE CONFERENCE ROOM B( j30CD, N3-2-8 CHEF OFPOLICE V '15C637..._...> N3-2-7 30CD N3-2-11 DEPUTY CHEF O AIIONS i N3-2 6COP1:5CD Ea t:1N3:}m2 3I 15CD N3--1- 30CD COMMANDE9 15CD N3-2 15 MALE L KKERS DOAS-A2: _ .... LOCATED ON ROOF' SERVING FL2 AREA A .011 .Q21 75CD N3-1-3 DOAS-Al: LOCATED ON ROOF VING AREA A vRE 1.012SER��LFL1 _...... .........._._. o -B - - AE �► ' A20? .022 A 15CD -N372-1 9 75CD N3 1-5r 11 L B o- Bo ..J N3-2 STAFF HAL STAFF HA 15CD� -.-... N3-2-1 g cD-2B MCU E J:CU OPEN OFFICE 15CD N3-3-1 FDF < A2 3 b SOT MEETING ROOM......, A929. 15D' N3-3-10.. /,. B INVESTIGATION COMMANDER <........ 15CD N3-3-. ACT SECURE. FILES COPT A219 INVESTIGATION TEG f LAS 15CD N3 SPECIAL. OPS COMMANDE[ 150 N3',3-5 T ROOM 15CD N3-3-2 o -B 15CD N3-3-1 75CD .050=.._...: -' 4A DOWN TO CKT ON FL1 EGRESS STAIR cD-3B TO SLC CKT ON FL2 75CD 1�I4 N3-1-1 cD-3B DN TO FLR 1 NAC °N3° N3-3-3 STAFF HALLWAY :::::::::::- 75CD �.........� N3-3-8 CLOT Cr OFF? <......._A?13 CD— " B, B 1>ai 75CD N3-3-1 N3-3 IIA FOR CASE CONFERENCE <_.,530CD N3=3-13 ;CT OPEN OFFICE ,.: � A21 t YAKi , A215. MUD N3-3-6 \07 w 2ND FLOOR PLAN - AREA A SCALE: 1/8"=V-0" DT ROOM A208 .................................................. FLAGNOTES: "T -TAPPING" OF SLC CIRCUITS IS ALLOWED BUT SHOULD BE KEPT TO A MINIMUM FOR EASE OF FUTURE TROUBLESHOOTING AND TO MAINTAIN CIRCUIT CAPACITANCE. MOUNT NAC DEVICES SUCH THAT THE ENTIRE LESS IS NO LESS THAN 80" ABOVE FINISHED FLOOR. CONNECT NEW AUDIONISUAL DEVICES TO NEW NOTIFICATION APPLIANCE EXTENDER PANELS. ENSURE CIRCUIT INTEGRITY IS MAINTAINED. 7 -TAPPING" OF NOTIFICATION APPLIANCE CIRCUITS, (NAC), IS NOT ALLOWED. CONNECT MONITOR MODULE TO TROUBLE OUTPUT OF NAC PANEL. MOUNT RELAY WITHIN 36" OF CONTROL POINT OF DEVICE BEING CONTROLLED. FIELD VERIFY BEST MOUNTING LOCATION PRIOR TO ROUGHING IN BACK BOX. KEY PLAN AREA "B" AREA "A" REVISION C" 03 C CO DESCRIPTION REVISED PER PRELIMINARY REVIEW DATE rn i co i 0 Z - N N) d- LC) CO BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 2ND FLOOR PLAN - SE QUADRANT MEZZANINE DRAWN BY: BSG SCALE: 1/8"_1'_0" DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA 3 9 OF 11 SHEETS ACCREDITATION WORKROOM \.........Y:i .._..� 15CD • FLAGNOTES: "T -TAPPING" OF SLC CIRCUITS IS ALLOWED BUT SHOULD BE KEPT TO A MINIMUM FOR EASE OF FUTURE TROUBLESHOOTING AND TO MAINTAIN CIRCUIT -CAPACIT--ANCE. — MOUNT NAC DEVICES SUCH THAT THE ENTIRE LESS IS NO LESS THAN 80" ABOVE FINISHED FLOOR. CONNECT NEW AUDIONISUAL DEVICES TO NEW NOTIFICATION APPLIANCE EXTENDER PANELS. ENSURE CIRCUIT INTEGRITY IS MAINTAINED. "T -TAPPING" OF NOTIFICATION APPLIANCE CIRCUITS, (NAC), IS NOT ALLOWED. CONNECT MONITOR MODULE TO TROUBLE OUTPUT OF NAC PANEL. MOUNT RELAY WITHIN 36" OF CONTROL POINT OF DEVICE BEING CONTROLLED. FIELD VERIFY BEST MOUNTING LOCATION PRIOR TO ROUGHING IN BACK BOX. 1 ip t DOAS-B1: LOCATED ON R00 SERVING AREA B 1.013AE .023 TO SLC ON FL2 CKT STAFF STAIR w7 / O a tttAs ttAa o • `! 1.039 STORAGE ALE Sr 30CD <--- N3-1-8 15C0 SECURE STO;4 CONFERENCE ROOM n 1=71 I B A CHEF OF POLICE DEPUTY CHIEF OPERATIONS B! 2ND FLOOR PLAN - AREA B SCALE: 1/8"=1'-0" u O FA10 FA09 KEY PLAN AREA "B" AREA "A" REVISION — COC cD DESCRIPTION REVISED PER PRELIMINARY REVIEW DATE 1 CD T t7 Z N M .4. til CD BRUCE S. GARDNER, SET NICET CERTIFICATION #97649 EXPIRATION DATE: 11-01-2022 TECHNICAL SUPPORT SPECIALIST, SIEMENS BUILDING TECHNOLOGIES SIEMENS Siemens Industry, ,Inc. Building Technologies FIS Division Contractor License #SIEMEII919PP Seattle Branch 15900 SE Eastgate Way, Suite 200 Bellevue WA 98008 Tel: (425) 507-4300 DRAWINGS PREPARED FOR TUKWILA JUSTICE CENTER 15054 INTERNATIONAL BLVD TUKWILA, WA., 98188 2ND FLOOR PLAN - SE QUADRANT MEZZANINE DRAWN BY: BSG SCALE: 1 /8"=1'-0" DATE: 09-27-2019 JOB NO: 440P-272487 CHECKED BY: RJ SHEET NO. FA 1 0 OF 11 SHEETS FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Tukwila Justice Center 15005 Tukwila International BI Permit No.: 19-S-188 Date: October 7, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 21/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Stairways to be sprinklered per NFPA 13 Section 9.3.4 • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Each floor of a multi -story building shall have electrically supervised control valves and waterflow switches. • Provide an electrically supervised control valve for the elevator pit sprinkler head. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Weld stamps shall be inspected on the ground, before pipe is hung. • The main drain to be plumbed to sanitary sewer. • Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. • A fire department connection (FDC) is required. The FDC shall have a 30 degree down bend with a 5 -inch Storz fitting and Knox locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection , be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from vehicular damage. • The FDC shall be within 50 ft. of a fire hydrant and be unobstructed from fire apparatus access. • Post Indicator Valves (PIV's) shall be electrically supervised, shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of apparatus access. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. September 16, 2019 David J. Baerman 23208 Florence Acres Rd Monroe, WA 98272 Columbia Fire 111 South Findlay Street Seattle, WA 98108 Attn: Sau Lam Subject: Tukwila Justice Center 15005 Tukwila International Blvd. Tukwila, WA Dear Mr. Lam: This letter is to confirm that I have examined the sprinkler plans and calculations for this project. This review is limited to Columbia Fire's scope of work only, which begins at a flange above the floor. Please include a copy of this letter with any submittal of the plans. Based upon my review, I have the following comments: This project is a new, stand-alone, two story building. The hanger details show all -steel construction with bar joists and I -beams. It will be protected by a wet -pipe sprinkler system and a separate dry -pipe system. The underground supply (by others) consists of approximately 60 feet of 6 -inch piping from the city connection to the building, and includes a backflow preventer in a vault. Six-inch piping (by others) runs from the riser back outside to a fire department connection about 25 feet from the building. Although it is outside the scope of this review, I noticed that some of this piping runs under the building. It would be better if it exited the building as soon as possible, for easier future repairs if necessary. Seismic brace details are shown on the plans, and load calculations have been submitted. The zones of influence are not outlined on the plans. The dry system is noted as schedule 40 pipe. The wet system is schedule 10. This agrees with the hydraulic calculations. Some braces appear to be missing from the dry system supply main. It may be that the hangers are 6 inches or less. If not, braces must be added. This can be checked during field inspection. Page 2 Hydraulic calculations: Three sets of hydraulic calculations have been submitted. They are based upon a water supply of 103 psi static pressure, and a residual pressure of of 57 psi with 3250 gpm flowing at the city main. All of them are designed for Ordinary Hazard Group 1 occupancy, according to City of Tukwila standards, at a density of .15 gpm per sq. ft. The remote areas for the wet system are 1500 sq. ft. The dry system is 1950 sq. ft. per NFPA 13. Remote Area Number 1 is for the wet system upright heads in the Assembly Room on Level 1 at the north end of the building The system demand is 304.8 gpm for the sprinklers, plus 250 gopm for outside hose, at a pressure of 88.4 psi. The safety margin is 12.9 psi. Remote Area Number 2 is for the dry system at the Outside Canopy at the west end of the building. C=100 is correctly used for a dry system of black steel pipe. The system demand is 361.4 gpm for the sprinklers, plus 250 gpm for outside hose, at a pressure of 88.2 psi. The safety margin is 12.7 psi. Remote Area Number 3 is the farthest room on Level 2. The system demand is 301.7 gpm for the sprinklers, plus 250 gpm for outside hose, at a pressure of 82.9 psi. The safety margin is 18.4 psi. Thank you for the opportunity to review these plans. I trust that this will help with the approval of the Authority Having Jurisdiction. Sincerely, David J. Baerman, P.E. EXPIRES 4/3/34 I `' TOLBraceTM Seismic Bracing Calculations Project Address: Tukwila Justice Center Contractor: Columbia Fire Address: 111 South Findlay Street Seattle, WA 98108 Phone: (206) 232-8569 License: COLUMFI952MG on 2016 NFPA Pamphlet #13 Type 15005 Tukwila International Blvd Ff .1 *N r+g&rsra Attkirivicte Tukwila, WA 98188 Job # 1903151 Calculations based Brace Information TOLCOTM Brace Components Sch. 40 Maximum Brace Length 7' 0" (2.134 m) TOLCOTM Component Listed Load Fig. 1001 Clamp 2015 lbs (914 Fig.980 Universal Swivel 2015 lbs (914 Fig.828 Across Beam 2015 lbs (914 *Calculation Based on CONCENTRIC *Please Note: These calculations are for TOLCOTM' other components voids these calculations and Adjusted Load kg) 1425 lbs (646 kg) kg) 1425 lbs (646 kg) kg) 1425 lbs (646 kg) Loading components only. Use of any the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 40 _ Angle of Brace 45° Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO Fig 828 r) V Max Horizontal Load 1310 lbs (594 kg) reamommul CA•naTf Pill SPRL.I I Steve Adamson 4265-0691-C ■ Columbia Fire Inc. 1 COLUMF1952fVIG ■ TOLCO Fig 980 ref.,Z7Z_= Fastener Information Orientation to Connecting Surface NFPAT se B Fastener Type Fig.828 Across Beam4 1077 lbs (489 kg) Fig 1001 tr fO +'ar �� `�► Diameter N/A �� -TOLCO Length N/A Maximum Load 1425 lbs (646 kg) Prying Factor N/A Brace Identification on Plans Tukwila Justice Center - Dry Syste Brace Type Lateral [X] Longitudinal [ ] 4 -Way [ ] race- version se of TOLBrace"' is subject to terms and conditions per the end user license agreement Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.7 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 40 35 ft (10.7 m) 35 ft (10.7 m) 10.82 lb/ft (16.1 kg/m) 379 lbs (172 kg) 2" (50 mm) Sch. 40 136 ft (41.5 m) 136 ft (41.5 m) 5.13 lb/ft (7.63 kg/m) 698 lbs (317 kg) reamommul CA•naTf Pill SPRL.I I Steve Adamson 4265-0691-C ■ Columbia Fire Inc. 1 COLUMF1952fVIG ■ ICTT INS ■ i • Level 3 ■ i Exs 12/ 9011 Subtotal Weight 1077 lbs (489 kg) almri :===_=.=...==.=aa====i a Wp (incl. 15%) 1239 lbs (562 kg) Main Size 3" Type/Sch. Sch. 40 Spacing (ft) I 36 Maximum Fpw Total (Fpw) 867 lbs (393 kg) per 9.3.5.5.2 (if applicable) 897 lb (406 kg) race- version se of TOLBrace"' is subject to terms and conditions per the end user license agreement EXPIRES 4 / • / 24 I TOLBraceTM Seismic Calculations Tukwila Justice Center 15005 Tukwila International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 1903151 Tukwila Justice Center - Dry System Lateral NFPA Type B 3" Sch.40 Steel Pipe 35' 0" (10.67 m) Lateral 1" Sch.40 7'0"(2.13 m) 200 45° Fig.828 Across Beam N/A Summary of Pipe within Zone of Influence E T•N kw* BasrrrassWaddw;de 3" Sch.40 Steel Pipe (76.2 mm) 35ft(10.7m) 2" Sch.40 Steel Pipe (50.8 mm) 136 ft (41.5 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 866 lbs (393 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member I -Beam Calculations prepared by Sau Lam * The description of the Structural Member is for informational purposes only. TOLBrace' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com " TOLBraceTM Seismic Bracing Calculations Contractor: Columbia Fire Project Address: Tukwila Justice Center Address: 111 South Findlay Street Seattle, WA 98108 15005 Tukwila International Blvd Phone: 232-8569 Pawing &winars Woridoliik (206) Tukwila, WA 98188 License: COLUMFI952MG Job # 1903151 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOT"" Component Listed Load Adjusted Load Fig. 4L Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.828 Along Beam 2015 lbs (914 kg) 1425 lbs (646 kg) `Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO"'' components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 40 Angle of Brace 45° Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LJR Value 200 TOLCO F'--;;;;;;;;;;;;:--1--..-._...1 Fig 82$ TOLCO-___:_____ _.. Fig 980 1.'"""'- • i 1 c ,3 Max Horizontal Load 1310 lbs (594 kg) 1 CORPSCRc♦ SrsTaws i a . Level 3 inc. I Fastener Information Orientation to Connecting Surface NFPA Type B �............. ,� ADiameter TOLCO :7' Fig 4L x; Fastener Type Fiig.828 Along Beam N/A Length N/A Maximum Load 1425 lbs (646 kg) Prying Factor N/A Brace Identification on Plans Tukwila Justice Center - Dry Syste Brace Type Lateral [ ] Longitudinal [X] 4 -Way [ ] Spacing (ft) l 80 Maximum Fpw race TM Version 8 Use of TOLBrace"' is subject to terms and conditions per the end user license agreement Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.7 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 40 80 ft (24.4 m) 80 ft (24.4 m) 10.82 lb/ft (16.1 kg/m) 866 lbs (393 kg) ! I I 1 CORPSCRc♦ SrsTaws i a . Level 3 inc. I "SIMMITIIITINST !alTIPIiATIiTN •P SIRS PneTaaTreM SPRINKLER Steve Adamson 4265-0691-C Columbia Fire COLUMF1952(WG• st natura 112t.11a,t;-.t...• a�l• Expires "1.�.._- im�mumll i Subtotal Weight ri 866 lbs (393 kg) Wp (incl. 15%) 996 lbs (452 kg) Main Size Type/Sch. 3" Sch. 40 Spacing (ft) l 80 Maximum Fpw Total (Fpw) 697 lbs (316 kg) per 9.3.5.5.2 (if applicable) N/A race TM Version 8 Use of TOLBrace"' is subject to terms and conditions per the end user license agreement 1• TOLBraceT"" Seismic Calculations Tukwila Justice Center 15005 Tukwila International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 1903151 Tukwila Justice Center - Dry System Longitudinal NFPA Type B 3" Sch.40 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45° Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence �w►T.N Powering easiness Wodda de 3" Sch.40 Steel Pipe (76.2 mm) 180 ft (24.4 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 697 lbs (316 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member I -Beam Calculations prepared by Sau Lam * The description of the Structural Member is for informational purposes only. TOLBrac&" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com EXPIRES 4 / 9 / Z TOLBraceTM Seismic Bracing Calculations Contractor: Columbia Fire Project Address: Tukwila Justice Center Address: 111 South Findlay Street Scathe, WA 98108 15005 Tukwila International Blvd Phone: 232-8569 Length Total Length (206) Tukwila, WA 98188 License: COLUMFI952MG Job # 1903151 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.828 Across Beam 2015 lbs (914 kg) 1425 lbs (646 kg) 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for WILCO."' components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail UR Value 200 TOLCO Fig 828 Max Horizontal Load 1310 lbs 594 k • 1.5" (40 mm) 41,.. 37 ft (11.3 m) Fastener Information TOLCO !!l Z. Fig 980-.. Sch. 40 44 ft (13.4 m) 44 ft (13.4 m) Orientation to Connecting Surface NFPA Tie B Fastener Type Fig 828 Across Beam 90 lbs (41 kg) up II EIRTIFICATE I FIRE PROTICTION e Steve WAIKINSTON STATS OF COMPITINCY SPRINKLER SYSTEMS Adamson Diameter N/A 1061 lbs (481 kg) Main Size Type/Sch. Spacing (ft) I 3" Sch. 10 26 Maximum Fpw r $ 4265-0691-C Level 3 •' Columbia Fire Inc. I COL.UMF1952fvIG ipi�e:,. ,/ „/al�s,rs ,, t)�z01 Length N/A Maximum Load 1425 lbs (646 kg) Prying Factor N/A �- Brace Identification on Plans Tukwila Justice Center - Wet Systl Brace Type Lateral [X] Longitudinal [ ] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.7 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 25 ft (7.6 m) 25 ft (7.6 m) 7.94 lb/ft (11.82 kg/m) 198 lbs (90 kg) 2" (50 mm) Sch. 10 124 ft (37.8 m) 124 ft (37.8 m) 4.22 lb/ft (6.28 kg/m) 523 lbs (237 kg) 1.5" (40 mm) Sch. 10 37 ft (11.3 m) 37 ft (11.3 m) 3.04 Ib/ft (4.52 kg/m) 112 lbs (51 kg) 1" (25 mm) Sch. 40 44 ft (13.4 m) 44 ft (13.4 m) 2.05 lb/ft (3.05 kg/m) 90 lbs (41 kg) Subtotal Weight 923 lbs (419 kg) Wp (incl. 15%) 1061 lbs (481 kg) Main Size Type/Sch. Spacing (ft) I 3" Sch. 10 26 Maximum Fpw Total (Fpw) 743 lbs (337 kg) per 9.3.5.5.2 (if applicable) 773 lb (350 kg) (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement I EXPIRES 4 / 9 / 2/ l TOLBraceTM Seismic Calculations Tukwila Justice Center 15005 Tukwila International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 1903151 Tukwila Justice Center - Wet System Lateral NFPA Type B 3" Sch.10 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.828 Across Beam N/A Summary of Pipe within Zone of Influence Es'i•N Powea 1p & a' ms Worldwide 3" Sch.10 Steel Pipe (76.2 mm) 25 ft (7.6 m) 2" Sch.10 Steel Pipe (50.8 mm) 124 ft (37.8 m) 1.5 Sch.10 Steel Pipe (38.1 mm) 37 ft (11.3 m) 1" Sch.40 Steel Pipe (25.4 mm) 44 ft (13.4 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 744 lbs (337 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member I -Beam Calculations prepared by Sau Lam * The description of the Structural Member is for informational purposes only. TOLBrace'"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'' 8 Visit us at www.tolco.com I, , • TOLBraceTM Seismic Bracing Calculations Contractor: Columbia Fire Project Address: Tukwila Justice Center Address: 111 South Findlay Street Seattle, WA 98108 Fal N 15005 Tukwila International Blvd Phone: 232-8569 (206) Tukwila, WA 98188 License: COLUMFI952MG Job # 1903151 Calculations based on 2016 NFPA Pamphlet #13 IBrace Information TOLCOTM Brace Components Maximum Brace Length 7' o" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Fig. 4L Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.828 Along Beam 2015 lbs (914 kg) 1425 lbs (646 kg) 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TCLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Min. Least Rad. of Gyration 0.42 (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO Fig 828 TOLCO Fig 980 F::::;:---=":7------4 === - —•- -- (270 Fastener Information Orientation to Connecting Surface NFPA Type B ,- f 4r .' TOLCO Fig 4L A' {v` Fastener Type Fig.828 Along Beam Diameter N/A Length N/A Maximum Load 1425 lbs (646 kg)_ Prying Factor N/A Brace Identification on Plans Tukwila Justice Center - Wet Systm Brace Type Lateral [ ] Longitudinal [X] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.7 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 75 ft (22.9 m) 75 ft (22.9 m) 7.94 lb/ft (11.82 kg/m) 596 lbs (270 kg) monomisonovimarrmigrommumou • CINTIFICATI CI CSNPETIOCY 1 Has lalSTICT/ON $P*INKLas fYSTINI Steve Adamson 14265-0691-C Level 3 Columbia Fire Inc. COLUUM• F1952(VIG 1li 20 . I. : "Te ate.: i Subtotal Weight 596 lbs kg) ■■munim (270 Wp (incl. 15%) 685 lbs (311 kg) Main Size Type/Sch. Spacing (ft) ( Total (Fpw) 480 lbs (218 kg) 3" Sch. 10 75 Maximum Fpw per 9.3.5.5.2 (if applicable) N/A race Version 8 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Tukwila Justice Center 15005 Tukwila International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 1903151 Tukwila Justice Center - Wet System Longitudinal NFPA Type B 3" Sch.10 Steel Pipe 75' 0" (22.86 m) Longitudinal 1" Sch.40 7'0"(2.13 m) 200 45° Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence EsT.N Powennp Sumas Abridnmdet 3" Sch.10 Steel Pipe (76.2 mm) 175 ft (22.9 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 479 lbs (217 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member I -Beam Calculations prepared by Sau Lam * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com `,EXPIRES 4 / 9 /22_1 • Hydraulic Calculations for Project Name: Tukwila Justice Center Location: 15005 Tukwila International Blvd Tukwila, WA 98188, , Drawing Name: Tukwila Justice Center - Permit Design Remote Area Number: Remote Area Location: Occupancy Classification: Pressure: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 1 Level 1 - North of BLDG Ordinary Group I 0.15gpm/ft2 1500ft2 (Actual 1672ft2) 130ft2 Upright 15 0 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 554.85 @ 88.387 Type of System: Wet Volume of Dry or PreAction System: 1.07gaI Name of Contractor: Columbia Fire Address: 111 South Findlay Street Seattle, WA 98108, Phone Number: (206) 232-8569 Name of designer: Sau Lam Authority Having Jurisdiction: City of Tukwila Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 9/4/2019 IFMMNINNEMMWASHINGTON STATTNMME�MME, CERTIFICATE OF COMPSTSRCY FIRE PROTICTION SPRINKLER SYSTEMS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. COLUMF1952MG .�` . .w..+,,. p I.�•SI.SIRIu....SIOBSISI.SISIO....SISII Allowance at Source (Safety Margin = 12.865 psi) ( M.E.P.CAD, Inc. iAutoSPRINK 2019 v15.1.9.0 1 9/4/2019 1:57:11 PM Page 1 'L^ 0 z Date: 9/4/2019 Water Supply Summary Sheet Node: 1 25 in S N _ - - 3.sss i2 e Allowance at Source a /stem ?emend c i rve 11111 1 1 0 LO C 1 1 1 1 1 1 1 1 1 o 1 1 1 1 1 1 1 1 1 1 1 11 1 n n 1 IT1 1 1 n 1 1 1 1 1 1 1 1 1 11 1 o A 2 1n ( 1 1 1 1 1 1 1 1 1 o u� isd - aJnssaJd AutoSPRINK 2019 v15.1.9.0 ((� ©M.E.P.CAD, Inc. Job Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Supply Analysis Node Name(Psi) Static Residual Flow (Psi) @ (Om) Available Total Demand (psi) (Om) Required Pressure (Psi) 1 Water Supply 103.000 57.000 3250.00 101.252 554.85 88.387 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 1 97'-0 Supply 88.387 304.85 966 117'-8 Sprinkler 12.427 19.74 967 117-8 Sprinkler 12.191 19.55 968 117'-8 Sprinkler 12.125 19.50 992 117'-8 Sprinkler 12.536 19.83 993 117-8 Sprinkler 12.299 19.64 994 117'-8 Sprinkler 12.232 19.59 1027 117'-8 Sprinkler 12.931 20.14 1028 117-8 Sprinkler 12.686 19.95 1029 117'-8 Sprinkler 12.618 19.89 1063 117-8 Sprinkler 13.776 20.78 1064 117'-8 Sprinkler 13.516 20.59 1065 117'-8 Sprinkler 13.444 20.53 1092 117'-8 Sprinkler 15.245 21.86 1093 117'-8 Sprinkler 14.959 21.66 1094 117'-8 Sprinkler 14.879 21.60 3 101'-0 81.435 272 117-2 13.342 273 117'-2 13.095 C8,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:57:15PM Page 3 Job Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 274 117'-2 13.025 304 117'-2 13.457 305 117-2 13.207 306 117'-2 13.137 340 117'-2 13.872 341 117'-2 13.615 342 117'-2 13.543 390 117'-2 14.761 391 117'-2 14.488 392 117'-2 14.412 452 117'-2 16.305 453 117'-2 16.006 454 117'-2 15.922 626 111-11 27.312 628 111'-11 26.860 629 111'-11 26.738 1670 111'-4 72.978 1705 103'-6 80.284 (� © M.E.P.CAD, Inc. tta AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:57:15PM Page 4 Job Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed PressureLosses, when applicable, are added directly to 030and shown as a .oj ti„o „a',,e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 968 117-8 5.6 19.50 1 (See Notes) 0'-6 120 12.125 Route 1 Sprinkler, P0(5'-0) 5'-0 0.124177 0.217 274 117'-2 19.50 1.0490 5 6 0.683 274 117'-2 1% 9' 0 120 13.025 0.012458 306 117'-2 19.50 1.6820 9'-0 0.112 306 117' 2 19.59 1% 9'-0 120 13.137 Flow (q) from Route 3 0.045093 342 117-2 39.09 1.6820 9'-0 0.406 342 117'-2 19.89 1'/z 9'-0 120 13.543 Flow (q) from Route 7 0.096527 392 117'-2 58.98 1.6820 9'-0 0.869 392 117-2 20.53 1'/2 9' 0 120 14.412 Flow (q) from Route 10 0.167750 454 117-2 79.51 1.6820 9'-0 1.510 454 117'-2 21.60 1% (See Notes) 12'-10 120 15.922 Flow (q) from Route 13 2E(4'-11%), P0(9'-11) 19'-9% 0.261675 2.275 629 111-11 101.11 1.6820 32' 7% 8.542 629 111'-11 3 11'-8 120 26.738 0.010427 628 111'-11 101.11 3.2600 11'-8 0.122 628 111'-11 101.39 3 12'-0 120 26.860 Flow (q) from Route 2 0.037684 626 111'-11 202.50 3.2600 1Z-0 0.452 626 111'-11 102.36 3 (See Notes) 318'-1 120 27.312 Flow (q) from Route 5 2EE(4'-0%), 19E(9'-5), 3T(2a- 2) 247-31/2 0.080325 0.254 1670 111'-4 304.85 3.2600 565'-41/2 45.412 1670 111'-4 4 (See Notes) 28'-7% 120 72.978 6E(13'-2), CV( -0.641), BV(15'- 9%), P0(26'-4) 121-1% 0.021827 3.396 1705 103'-6 304.85 4.2600 149' 9 3.910 1705 103'-6 6 (See Notes) 3'-11'/2 120 80.284 E(17'-7) 17'-7 0.003107 1.084 3 101'-0 304.85 6.3570 21'-6% 0.067 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:57:17PM Page 5 slob Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this qstep Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a na3afit,e tial„p Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 _._.._ Total Flow (Q) Actual ID ol (Foot) Friction(Pf) 3 101'-0 6 (See Notes) 66-0 140 81.435 E(22'-1), BFP(-5.000), S 22'-1 0.002479 1.734 1 97'-0 304.85 6.2800 88'-1 5.218 250.00 88.387 Hose Allowance At Source Total(Pt) Route 1 1 554.85 967 117'-8 5.6 19.55 1 (See Notes) 0'-6 120 12.191 Route 2 Sprinkler, P0(5'-0) 5'-0 0.124803 0.217 273 117'-2 19.55 1.0490 5 6 0.686 273 117-2 1'/2 9'-0 120 13.095 0.012521 305 117'-2 19.55 1.6820 9'-0 0.113 305 117'-2 19.64 1'/z 9 0 120 13.207 Flow (q) from Route 4 0.045320 341 117-2 39.19 1.6820 9'-0 0.408 341 117-2 19.95 1% 9' 0 120 13.615 Flow (q) from Route 8 0.097013 391 117-2 59.14 1.6820 9'-0 0.873 391 117'-2 20.59 1'/2 9'-0 120 14.488 Flow (q) from Route 11 0.168594 453 117'-2 79.73 1.6820 9'-0 1.517 453 117'-2 21.66 11/2 (See Notes) 12'-10 120 16.006 Flow (q) from Route 14 2E(4'-11%), P0(9'-11) 19'-9'/2 0.262987 2.275 628 111'-11 Y._ ��` 101.39 1.6820 32'-7% 8.579 26.860 Total(Pt) Route 2 994 117'-8 5.6 19.59 1 (See Notes) 0'-6 120 12.232 Route 3 Sprinkler, P0(5'-0) 5'-0 0.125186 0.217 306 117'-2 19.59 1.0490 5'-6 0.689 13.137 Total(Pt) Route 3 993 117'-8 5.6 19.64 1 (See Notes) 0'-6 120 12.299 Route 4 Sprinkler, P0(5'-0) 5'-0 0.125817 0.217 305 117'-2 e' 19.64 1.0490 5 6 0 692 13.207 Total(Pt) Route 4 �N ©M.E.P CAD, Inc. 41 AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:57:17PM Page 6 Mb Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step g Nominal ID Fittings & Devices Equiv. Length t Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 966 117'-8 5.6 19.74 1 (See Notes) 0'-6 120 12.427 Route 5 Sprinkler, P0(5-0) 5'-0 0.127032 0.217 272 117'-2 19.74 1.0490 5 6 0.699 272 117' 2 1% 9'-0 120 13.342 0.012744 304 117'-2 19.74 1.6820 9'-0 0.115 304 117'-2 19.83 1% 9'-0 120 13.457 Flow (q) from Route 6 0.046130 340 117'-2 39.57 1.6820 9'-0 0.415 340 117'-2 20.14 1% 9'-0 120 13.872 Flow (q) from Route 9 0.098744 390 117'-2 59.71 1.6820 9'-0 0.889 390 117'-2 20.78 1% 9'-0 120 14.761 Flow (q) from Route 12 0.171597 452 117'-2 80.49 1.6820 9'-0 1.544 452 117-2 21.86 11/2 (See Notes) 12'-10 120 16.305 Flow (q) from Route 15 2E(4'-11%), P0(9'-11) 19'-9% 0.267661 2.275 626 111'-11 102.36 1.6820 % 32'-7 /2 8.732 27.312 Total(Pt) Route 5 992 117'-8 5.6 19.83 1 (See Notes) 0'-6 120 12.536 Route 6 Sprinkler, P0(5-0) 5'-0 0.128063 0.217 304 117-2 19.83 1.0490 5 -6 0.704 13.457 Total(Pt) Route 6 1029 117'-8 5.6 19.89 1 (See Notes) 0'-6 120 12.618 Route 7 Sprinkler, P0(5'-0) 5'-0 0.128834 0.217 342 117'-2 19.89 1.04905-6 0.709 13.543 Total(Pt) Route 7 1028 117-8 5.6 19.95 1 (See Notes) 0'-6 120 12.686 Route 8 Sprinkler, P0(5-0) 5-0 0.129482 0.217 341 117'-2 19.95 1.0490 5 6 0 712 13.615 Total(Pt) Route 8 [� © M.E.P.CAD, Inc. 411 AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:57:17PM Page 7 Job Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings 8 Devices Equiv. LF (Fohot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a noj t;„o „a'g'o Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1027 117'-8 5.6 20.14 1 (See Notes) 0'-6 120 12.931 Route 9 Sprinkler, P0(5'-0) 5-0 0.131788 0.217 340 117'-2 20.14 1.0490 5' 6 0.725 13.872 Total(Pt) Route 9 1065 117'-8 5.6 20.53 1 (See Notes) 0'-6 120 13.444 Route 10 Sprinkler, P0(5-0) 5-0 0.136616 0.217 392 117'-2 20.53 1.0490 5 6 0.751 14.412 Total(Pt) Route 10 1064 117'-8 5.6 20.59 1 (See Notes) 0'-6 120 13.516 Route 11 Sprinkler, P0(5'-0) 5'-0 0.137300 0.217 391 117'-2 20.59 1.0490 5-6 0.755 14.488 Total(Pt) Route 11 1063 117'-8 5.6 20.78 1 (See Notes) 0'-6 120 13.776 Route 12 Sprinkler, P0(5-0) 5-0 0.139735 0.217 390 117'-2 20.78 1.0490 5 6 0.769 14.761 Total(Pt) Route 12 1094 117-8 5.6 21.60 1 (See Notes) 0'-6 120 14.879 Route 13 Sprinkler, P0(5'-0) 5'-0 0.150060 0.217 454 117'-2 21.60 1.0490 5-6 0 825 15.922 Total(Pt) Route 13 1093 117'-8 5.6 21.66 1 (See Notes) 0'-6 120 14.959 Route 14 Sprinkler, P0(5'-0) 5-0 0.150807 0.217 453 117'-2 21.66 1.0490 5-6 0.829 16.006 Total(Pt) Route 14 1092 117-8 5.6 21.86 1 (See Notes) 0'-6 120 15.245 Route 15 Sprinkler, P0(5'-0) 5'-0 0.153464 0.217 452 117'-2 21.86 1.0490 5'-6 0.844 16.305 Total(Pt) Route 15 �t ©M.E.P.CAD,Inc. 411AutoSPRINK2019v15.1.9.0 9/4/2019 1:57:17PM Page 8 Job Name: Tukwila Justice Center Remote Area Number: 1 Date: 9/4/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor r—LC Value Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BalV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/2 Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV Angle Valve BFP Backflow Preventer cplg Coupling DeIV Deluge Valve EE 45° Elbow f Flow Device fE FN GloV Hose LtE P1 PO red SFx T WirF 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve M.E.P.CAD, Inc. 4fi AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:57:17PM Page 9 EXPIRES 4 / 9 I J Hydraulic Calculations for Project Name: Tukwila Justice Center Location: 15005 Tukwila International Blvd Tukwila, WA 98188, , Drawing Name: Tukwila Justice Center - Permit Design Remote Area Number: Remote Area Location: Occupancy Classification: Pressure: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 2 Canopy - East of BLDG Ordinary Group I 0.15gpm/ft2 1950ft2 (Actual 1977ft2) 121ft2 Upright 19 0 N/A gpm at Node: 250.00 at Node: N/A 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 611.38 @ 88.217 Type of System: Dry Volume of Dry or PreAction System: 138.82ga1 Name of Contractor: Columbia Fire Address: 111 South Findlay Street Seattle, WA 98108, Phone Number: (206) 232-8569 Name of designer: Sau Lam Authority Having Jurisdiction: City of Tukwila Notes: Automatic peaking results Left: N/A Right: N/A ■ Calculation Date: 9/4/2019 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. COLUMF1952MG ■ Allowance at Source (Safety Margin = 12.692 psi) © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.9.0 2 9/4/2019 1:58:52PM Page 1 Hydraulic Graph z Job Name: Tukwila Justice Center Date: 9/4/2019 Remote Area Number: 2 Water Supply Summary Sheet Node: 1 /CI 3.000 )9 e Allowance at Source (stem demand curve I I ----- U) _ 111111111 O 111111111 m IIIIIIIIII 1ITIIIIIIII 11111111 2 O to O O to C isd - aJnssaJd O O O N U) co d 1:58:53PM 0 O O) U) O N 0) 0 U') N (�7 O M AutoSPRINK 2019 v15.1.9.0 [ © M.E.P.CAD, Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Supply Analysis Node Name(psi) Static Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 103.000 57.000 3250.00 100.909 611.38 88.217 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 97'-0 Supply 88.217 361.38 701 114'-8 Sprinkler 10.505 18.15 702 114'-8 Sprinkler 10.558 18.20 703 114'-8 Sprinkler 10.689 18.31 704 114'-8 Sprinkler 11.091 18.65 705 114'-8 Sprinkler 11.542 19.03 706 114'-8 Sprinkler 11.384 18.89 708 114'-8 Sprinkler 10.792 18.40 709 114'-8 Sprinkler 10.846 18.44 710 114'-8 Sprinkler 10.979 18.56 711 114'-8 Sprinkler 11.391 18.90 715 114'-8 Sprinkler 11.457 18.95 716 114'-8 Sprinkler 11.512 19.00 717 114'-8 Sprinkler 11.652 19.12 718 114'-8 Sprinkler 12.086 19.47 1101 114'-8 Sprinkler 11.328 18.85 1103 114'-8 Sprinkler 12.653 19.92 1104 114'-8 Sprinkler 12.755 20.00 1105 114'-8 Sprinkler 12.877 20.10 M.E.P.CAD, Inc. 411AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:58:56PM Page 3 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1106 114'-8 Sprinkler 13.352 20.46 3 101'-0 81.184 11 113'-91/2 12.194 12 113'-9 13.129 13 113'-9'/2 12.671 14 113'-10 11.600 15 113'-9% 11.751 16 113'-9'% 12.483 18 113'-10% 11.525 19 113'-10% 12.397 22 113'-10% 11.830 25 113'-10 11.910 26 113'-9% 12.067 28 113'-9 12.524 30 113'-9 13.484 32 113'-10% 12.533 33 113'-9% 12.621 34 113'-9% 12.787 35 113'-9 13.273 36 113'-8% 14.288 42 113'-10% 13.799 43 113'-9% 13.896 44 113'-9 14.080 (hl © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:58:56PM Page 4 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (g pm) Notes 45 113'-8% 14.614 46 113'-8% 15.729 786 111'-7 71.307 1833 103'-6 80.012 (6�1 © M.E.P.CAD, Inc. + AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:58:56PM Page 5 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step q(Foot) Nominal ID Fittings & Devices Equiv. Length to Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a n.apti„o „a1,,o Fitting) (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 701 114'-8 5.6 18.15 1 (See Notes) 0'-10 100 10.505 Route 1 Sprinkler, P0(3'-7) 3'-7 0.152364 0.353 18 113'-101/2 `� 18.15 1.0490 4'-4'/2 0.667 18 113' 10'/2 2 11'-0 100 11.525 0.005602 0.014 14 113'-10 18.15 2.0670 11'-0 0.062 14 113'-10 18.20 2 7'-0 100 11.600 Flow (q) from Route 2 0.020243 0.009 15 113'-91/2 36.35 2.0670 7-0 0.142 15 113'-9% 18.31 2 10'-0 100 11.751 Flow (q) from Route 3 0.043057 0.013 11 113'-9'h 54.65 2.0670 10 '-0 0.431 11 113'-9'% 18.65 2 (See Notes) 5'-4'/2 100 12.194 Flow (q) from Route 7 P0(7-1%) 7'_1,% 0.074117 0.007 12 113'-9 73.30 2.0670 12' 6 0.928 12 113'-9 56.77 3 11'-0 100 13.129 Flow (q) from Route 8 0.031289 0.010 30 113'-9 130.07 3.0680 11 '-0 0.344 30 113'-9 74.30 3 11'-0 100 13.484 Flow (q) from Route 4 0.072180 0.010 36 113'-8% 204.37 3.0680 11'-0 0.794 36 113'-8'/2 76.54 3 11'-0 100 14.288 Flow (q) from Route 11 0.130015 0.010 46 113'-8'/2 280.91 3.0680 11'-0 1.430 46 113'-8'/2 80.48 3 (See Notes) 168'-11'/2 100 15.729 Flow (q) from Route 16 19E(5'-0) 94'-10 0.207203 0.920 786 111-7 361.38 3.0680 263'-9'/2 54.658 786 111'-7 4 (See Notes) 28'-10 100 71.307 6E(7'-11/2), DPV, BV(8'-6'/2), PO (14'-3) 65'-7 0.055163 3.497 1833 103'-6 361.38 4.0260 94'-5 5.209 1833 103'-6 6 (See Notes) 2'-11% 120 80.012 E(17'-7) 17'-7 0.004257 1.084 3 101-0 361.38 6.3570 20'-6'/2 0.088 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 2 9/4/2019 1:58:58PM Page 6 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed PressureLosses, when applicable, are added directly to (Pf) and shown as a vopti„o „71„0 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3 101-0 6 (See Notes) 66'-0 140 81.184 E(22'-1), BFP(-5.000), S 22'-1 0.003396 1.734 1 97'-0 361.38 6.2800 88' 1 5.299 250.00 88.217 Hose Allowance At Source Total(Pt) Route 1 1 .......................... . 611.38 702 114'-8 5.6 18.20 1 (See Notes) 0'-10 100 10.558 Route 2 Sprinkler, P0(3'-7) 3'-7 0.153082 0.367 14 113'-10 18.20 1.0490 4 5 0.675 11.600 Total(Pt) Route 2 703 114'-8 5.6 18.31 1 (See Notes) 0'-10% 100 10.689 Route 3 Sprinkler, P0(3'-7) 3'-7 0.154835 0.376 15 113'-9'/2 18.31 1.0490 4 5 0.686 11.751 Total(Pt) Route 3 708 114'-8 5.6 18.40 1 (See Notes) 0'-10 100 10.792 Route 4 Sprinkler, P0(3'-7) 3'-7 0.156223 0.353 22 113'-10% 18.40 1.0490 4'-4'/z 0.684 22 113' 10% 2 11'-0 100 11.830 0.005744 0.017 25 113'-10 18.40 2.0670 11'-0 0.063 25 113'-10 18.44 2 7'-0 100 11.910 Flow (q) from Route 5 0.020755 0.011 26 113'-9'/z 36.84 2.0670 7'-0 0.145 26 113'-9% 18.56 2 10'-0 100 12.067 Flow (q) from Route 6 0.044143 0.016 28 113'-9 55.40 2.0670 10'-0 0.441 28 113'-9 18.90 2 (See Notes) 5'4% 100 12.524 Flow (q) from Route 10 P0(7'-1%) 7-1% 0.075982 0.009 30 113'-9 74.30 2.0670 12' 6 0.951 13.484 Total(Pt) Route 4 709 114'-8 5.6 18.44 1 (See Notes) 0'-10% 100 10.846 Route 5 Sprinkler, P0(3'-7) 3'-7 0.156942 0.370 25 113'-10 18.44 1.0490 4 5 0.694 4E, © M.E.P.CAD, Inc. 411 AutoSPRINK 2019 v15.1.9.0 2 9/4/2019 1:58:58PM Page 7 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (4) Nominal ID Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (F.0and shown as P parts"p u3i..9 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID (Foot) Total 11.910 Total(Pt) Route 5 710 114'-8 5.6 18.56 1 (See Notes) 0'-10% 100 10.979 Route 6 Sprinkler, P0(3'-7) 3'-7 0.158726 0.382 26 113'-91/2 18.56 1.0490 4'-5'/2 0.706 12.067 Total(Pt) Route 6 704 114'-8 5.6 18.65 1 (See Notes) 0'-11 100 11.091 Route 7 Sprinkler, P0(3'-7) 3'-7 0.160215 0.389 11 113'-9% 18.65 1.0490 4'-5h 0.715 12.194 Total(Pt) Route 7 1101 114'-8 5.6 18.85 1 (See Notes) 0'-10 100 11.328 Route 8 Sprinkler, P0(3'-7) 3'-7 0.163384 0.353 19 113'-10% 18.85 1.0490 4'-4% 0.716 19 113'-10% 2 11'-0 100 12.397 0.006007 0.020 16 113'-9% 18.85 2.0670 11'-0 0.066 16 113'-9% 18.89 2 8.-0 100 12.483 Flow (q) from Route 9 0.021705 0.014 13 113'-9'% 37.74 2.0670 8 '-0 0.174 13 113'-91/2 19.03 2 (See Notes) 2'-7% 100 12.671 Flow (q) from Route 13 P0(7'-1%) 7,-1% 0.046187 0.008 12 113'-9 56.77 2.0670 9 9 0.450 13.129 Total(Pt) Route 8 706 114'-8 5.6 18.89 1 (See Notes) 0'-10% 100 11.384 Route 9 Sprinkler, P0(3'-7) 3'-7 0.164122 0.373 16 113'-9% 18.89 1.0490 4 5 0.726 12.483 Total(Pt) Route 9 711 114'-8 5.6 18.90 1 (See Notes) 0'-11 100 11.391 Route 10 Sprinkler, P0(3'-7) 3'-7 0.164215 0.397 28 113'-9 18.90 1.0490 4'-6 0.736 12.524 Total(Pt) Route 10 715 114'-8 5.6 18.95 1 (See Notes) 0'-10 100 11.457 Route 11 Sprinkler, P0(3'-7) 3'-7 0.165098 0.353 32 113'-10%z 18.95 1.0490 4' 4Y2 0.723 6A,©M.E.P.CAD, Inc. !e9 AutoSPRINK 2019 v15.1.9.0 2 9/4/2019 1:58:58PM Page 8 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this qstep Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (POand shown as a neptive ' a" e FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (41 Actual ID Total (Foot) Friction(Pf) 32 113'-10% 2 11'-0 100 12.533 0.006070 0.021 33 113'-9'/2 18.95 2.0670 11 '-0 0.067 33 113'-9'/2 19.00 2 7' 0 100 12.621 Flow (q) from Route 12 0.021933 0.013 34 113'-9'/2 37.96 2.0670 7'-0 0.154 34 113'-9'/2 19.12 2 10' 0 100 12.787 Flow (q) from Route 14 0.046645 0.019 35 113'-9 57.07 2.0670 10'-0 0.466 35 113'-9 19.47 2 (See Notes) 5'4% 100 13.273 Flow (q) from Route 15 P0(7'-1 %) 7_1,/2 0.080282 0.010 36 113'-8'/2 76.54 2.0670 12 1.005 14.288 Total(Pt) Route 11 716 114'-8 5.6 19.00 1 (See Notes) 0'-10'/2 100 11.512 Route 12 Sprinkler, P0(3'-7) 3'-7 0.165838 0.374 33 113'-9'/2 19.00 1.0490 4 5 0.734 12.621 Total(Pt) Route 12 705 114'-8 5.6 19.03 1 (See Notes) 0'-10% 100 11.542 Route 13 Sprinkler, P0(3'-7) 3'-7 0.166238 0.387 13 113'-9% 19.03 1.0490 4'-5% 0.741 12.671 Total(Pt) Route 13 717 114'-8 5.6 19.12 1 (See Notes) 0'-10% 100 11.652 Route 14 Sprinkler, P0(3'-7) 3'-7 0.167705 0.387 34 113'-9% 19.12 1.0490 4'-5% 0.748 12.787 Total(Pt) Route 14 718 114'-8 5.6 19.47 1 (See Notes) 0'-11 100 12.086 Route 15 Sprinkler, P0(3'-7) 3'-7 0.173464 0.406 35 113'-9 19.47 1.0490 4 6 0 781 13.273 Total(Pt) Route 15 1103 114'-8 5.6 19.92 1 (See Notes) 0'-10 100 12.653 Route 16 Sprinkler, P0(3'-7) 3'-7 0.180979 0.353 42 113'-10% 19.92 1.0490 4' 4'/2 0 793 [{ © M.E.P.CAD, Inc. cgs AutoSPRINK 2019 v15.1.9.0 2 9/4/2019 1:58:58PM Page 9 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step g Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a na ti.,p "a' '. FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 42 113' 10'/ 2 11'-0 100 13.799 0.006654 0.024 43 113'-9% 19.92 2.0670 11'-0 0.073 43 113'-9'/ 20.00 2 7' 0 100 13.896 Flow (q) from Route 17 0.024078 0.015 44 113'-9 39.92 2.0670 7'-0 0.169 44 113'-9 20.10 2 10' 0 100 14.080 Flow (q) from Route 18 0.051193 0.022 45 113'-8% 60.01 2.0670 10'-0 0.512 45 113'-8'% 20.46 2 (See Notes) 5'-4% 100 14.614 Flow (q) from Route 19 P0(7-1 %) 7,-1% 0.088090 0.012 46 113'-81/2 80.48 2.0670 12 1.103 15.729 Total(Pt) Route 16 1104 114'-8 5.6 20.00 1 (See Notes) 0'-10% 120 12.755 Route 17 Sprinkler, P0(5'-0) 5-0 0.130127 0.378 43 113'-9'% 20.00 1.0490 5'-10'/2 0.764 13.896 Total(Pt) Route 17 1105 114'-8 5.6 20.10 1 (See Notes) 0'-10% 100 12.877 Route 18 Sprinkler, P0(3'-7) 3'-7 0.183951 0.384 44 113'-9 20.10 1.0490 4'-5'/2 0.819 14.080 Total(Pt) Route 18 1106 114'-8 5.6 20.46 1 (See Notes) 0'-11 100 13.352 Route 19 Sprinkler, P0(3'-7) 3'-7 0.190211 0.406 45 113'-8% 20.46 1.0490 4 6 0.856 14.614 Total(Pt) Route 19 ©M.E.P.CAD, Inc. +. AutoSPRINK 2019 v15.1.9.0 2 9/4/2019 1:58:58PM Page 10 Job Name: Tukwila Justice Center Remote Area Number: 2 Date: 9/4/2019 Equivalent Pipe Lengths of Valves awl Fittings (-120 on Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor [c Vale Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 Fittings Legenc ALV BaIV C CV E Ee2 FDC fig g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 221/z° Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WiirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 111/4 Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve ©M.E.P.CAD,Inc. ;(AutoSPRINK2019v15.1.9.0 2 9/4/2019 1:58:57PM Page 11 Hydraulic Calculations for Project Name: Tukwila Justice Center Location: 15005 Tukwila International Blvd Tukwila, WA 98188, , Drawing Name: Tukwila Justice Center - Permit Design Remote Area Number: Remote Area Location: Occupancy Classification: Pressure: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 3 Level 2 - North East of BLDG Ordinary Group I 0.15gpm/ft2 1500ft2 (Actual 1473ft2) 130ft2 Upright 14 0 N/A gpm at Node: 250.00 at Node: N/A 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 551.72 @ 82.918 Type of System: Wet Volume of Dry or PreAction System: 1.07gal Name of Contractor: Columbia Fire Address: 111 South Findlay Street Seattle, WA 98108, Phone Number: (206) 232-8569 Name of designer: Sau Lam Authority Having Jurisdiction: City of Tukwila Notes: Automatic peaking results Left: 82.918 Right: 82.918 Calculation Date: 9/4/2019 WASNINCTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. COLUMF1952MG .04:40$470.„‘....3)5 l� Expires i, 12/81/20 Signature Allowance at Source (Safety Margin = 18.353 psi) L:© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 3 EXPIRES 4 / 9 / Z/ 9/4/2019 1:53:11 PM Page 1 z Job Name: Tukwila Justice Center Date: 9/4/2019 Remote Area Number: 3 Water Supply Summary Sheet Node: 1 U ci imI I 301.72 ? 82.918\ 551.72 with Hose Allowance at Source I I I (stem demand curve 1 — Static Pressure 10: 551.72 @ 101.27 (n = 111111111 II ��1111111 l rIII11e- O U) U) M O N U) O O U) O O) I- U) isd - aJnssaJd U) O Co U) O 0 CO U) O 0 N U) 0 N O O M O N O E O 0) 0 U_ AutoSPRINK 2019 v15.1.9.0 LM,© M.E.P.CAD, ' Job Name: Tukwila Justice Center Remote Area Number: 3 Date: 9/4/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) °e (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 water Supply 103.000 57.000 3250.00 101.270 551.72 82.918 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 97-0 Supply 82.918 301.72 892 124'-0 Sprinkler 17.680 23.55 898 124'-0 Sprinkler 17.868 23.67 899 124'-0 Sprinkler 15.282 21.89 900 124'-0 Sprinkler 13.633 20.68 901 124'-0 Sprinkler 12.688 19.95 902 124'-0 Sprinkler 12.247 19.60 903 124'-0 Sprinkler 12.125 19.50 918 124'-0 Sprinkler 18.912 24.35 941 124'-0 Sprinkler 18.792 24.28 942 124'-0 Sprinkler 16.081 22.46 943 124'-0 Sprinkler 14.351 21.21 944 124'-0 Sprinkler 13.359 20.47 945 124'-0 Sprinkler 12.897 20.11 946 124'-0 Sprinkler 12.769 20.01 3 101'-0 75.969 260 124'-0 41.438 261 124'-0 24.008 262 124'-0 20.229 (© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:53:16PM Page 3 ' Job Name: Tukwila Justice Center Remote Area Number: 3 Date: 9/4/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 263 124'-0 17.325 264 124'-0 15.472 265 124'-0 14.408 266 124'-0 13.912 267 124'-0 13.775 1670 111'-4 67.588 1705 103'-6 74.820 © M.E.P.CAD, Inc. 4g AutoSPRINK 2019 v15.1.9.0 9/4/2019 1:53:16PM Page 4 Job Name: Tukwila Justice Center Remote Area Number: 3 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ne3at".,e „a' .e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (CO Actual ID Total (Foot) Friction(Pf) 903 124'-0 5.6 19.50 1 (See Notes) 8'-3% 120 12.125 Route 1Sprinkler, P0(5'-0) 5'-0 0'124177 267 124'-0 19.50 1.0490 13'-3% 1.649 267 124'-0 20.01 2 10,-0 120 13.775 Flow (q) from Route 4 266 124'-0 39.51 2.15700.013700 10'-0 0.137 266 124'-0 19.60 + 20.11 2 10'-0 120 13.912 Flow (q) from Route 2 and 5 0.049618 265 124'-0 79.22 2.1570 10'-0 0.496 265 124'-0 19.95 + 20.47 2 10'-0 120 14.408 Flow (q) from Route 3 and 6 264 124'-0 119.63 2.15700.106375 10'-0 1.064 264 124'-0 20.68 + 21.21 2 10.-0 120 15.472 Flow (q) from Route 7 and 8 0.185377 263 124'-0 161.53 2.1570 10'-0 1.854 263 124'-0 21.89 + 22.46 2 10,-0 120 17.325 Flow (q) from Route 9 and 10 262 124'-0 205.88 2.15700.290382 10'-0 2.904 262 124'-0 23.67 + 24.28 2 8'-10 120 20.229 Flow (q) from Route 12 and 13 0.427744 261 124'-0 253.82 2.1570 8-10 3.778 261 124'-0 47.90 2 (See Notes) 17'-3% 120 24.008 Flow (q) from Route 11 T(12'-31/2) 12'-3% 260 124'-0 301.72 2.15700.588949 29'-7 17.430 260 124'-0 3 (See Notes) 138'-6 120 41.438 11E(9'-5), T(20'-2) 123'-7% 0.078806 5.491 1670 111'-4 301.72 3.2600 262'-1'/2 20.658 1670 111'-4 4 (See Notes) 28'-7% 120 67.588 6E(13'-2), CV( -0.629), BV(15'- 9%), P0(26'-4) 121'-11/2 3.396 1705 103'-6 301.72 4.26000.021414 149'-9 3.836 1705 103'-6 6 (See Notes) 3'-11% 120 74.820 E(17'-7) 17'-7 1.084 3 101'-0 301.72 6.35700.003049 21-61/2 0.066 © M.E.P.CAD, Inc. : AutoSPRINK 2019 v15.1.9.0 3 9/4/2019 1:53:18PM Page 5 Job Name: Tukwila Justice Center Remote Area Number: 3 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this stepNominal (q) ID Fittings & Devices Equiv. LengthoTotal (Foot) 1 Length Foot ( 1 C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a "pg't"e value FittingPf (Foot) Friction Loss Per Unit Elev(Pe) Node 2Actual Elev 2 (Foot) _:.. Total Flow (Q)(psi) ID (Foot) Friction(Pf) 3 101' 0 6 (See Notes) 66'-0 140 75.969 E(22'-1), BFP(-5.000), S 22.-1 0.002432 1.734 1 97'-0 301.72 6.2800 88' 1 5.214 250.00 82.918 Hose Allowance At Source Total(Pt) Route 1 1 551.72 902 124'-0 5.6 19.60 1 (See Notes) 8'-31/2 120 12.247 Route 2 Sprinkler, P0(5-0) 5-0 0.125329 266 124'-0 19.60 1.0490 13'-3% 1.665 13.912 Total(Pt) Route 2 901 124'-0 5.6 19.95 1 (See Notes) 8'-31/2 120 12.688 Route 3 Sprinkler, P0(5'-0) 5-0 0.129497 265 124'-0 19.95 1.0490 13'-3'/2 1.720 14.408 Total(Pt) Route 3 946 124'-0 5.6 20.01 1 (See Notes) 2'-81/2 120 12.769 Route 4 Sprinkler, P0(5-0) 5'-0 0.130264 267 124'-0 20.01 1.0490 T-8% 1.005 13.775 Total(Pt) Route 4 945 124'-0 5.6 20.11 1 (See Notes) 2'-8% 120 12.897 Route 5 Sprinkler, P0(5'-0) 5-0 0.131469 266 124'-0 20.11 1.0490 T-8'/2 1.015 13.912 Total(Pt) Route 5 944 124'-0 5.6 20.47 1 (See Notes) 2'-81/2 120 13.359 Route 6 Sprinkler, P0(5'-0) 5-0 0.135824 265 124'-0 20.47 1.0490 7'-8% 1.048 14.408 Total(Pt) Route 6 900 124'-0 5.6 20.68 1 (See Notes) 8'-3% 120 13.633 Route 7 Sprinkler, P0(5.-0) 5'-0 0.138399 264 124'-0 20.68 1.0490 13'-3% 1.838 15.472 Total(Pt) Route 7 943 124'-0 5.6 21.21 1 (See Notes) 2'-8% 120 14.351 Route 8 Sprinkler, P0(5.-0) 5'-0 0.145128 264 124'-0 21.21 1.0490 7'-8'/2 1.120 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 3 9/4/2019 1:53:18PM Page 6 Job Name: Tukwila Justice Center Remote Area Number: 3 Date: 9/4/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this qstep Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed PressureLosses, when applicable, are added directly to (Pf) and shown as a nag t"„o -air a Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 15.472 Total(Pt) Route 8 899 124.-0 5.6 21.89 1 (See Notes) 8'-3% 120 15.282 Route 9Sprinkler, P0(5'-0) 5'-0 0.153816 263 124'-0 21.89 1.0490 13-3% 2.043 17.325 Total(Pt) Route 9 942 124'-0 5.6 22.46 1 (See Notes) 2'-8'% 120 16.081 Route 10 Sprinkler, P0(5-0) 5-0 0.161235 263 124'-0 22.46 1.0490 T-81/2 1.244 17.325 Total(Pt) Route 10 892 124'-0 5.6 23.55 1 (See Notes) 7-0 120 17.680 Route 11 Sprinkler 0.176014 918 124'-0 23.55 1.0490 7'-0 1.232 918 124'-0 5.6 24.35 1 (See Notes) 2'-9'/2 120 18.912 Sprinkler, P0(5'-0) 5-0 0.654786 261 124'-0 47.90 1.0490 T-9% 5.095 24.008 Total(Pt) Route 11 898 124'-0 5.6 23.67 1 (See Notes) 8'-3% 120 17.868 Route 12 Sprinkler, P0(5'-0) 5-0 0.177747 262 124'-0 23.67 1.0490 13-3% 2.361 20.229 Total(Pt) Route 12 941 124'-0 5.6 24.28 1 (See Notes) 2'-8'% 120 18.792 Route 13 Sprinkler, P0(5'-0) 5'-0 0.186227 262 124'-0 24.28 1.0490 T-8'/2 1.437 20.229 Total(Pt) Route 13 ©M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1.9.0 3 9/4/2019 1:53:18PM Page 7 Job Name: Tukwila Justice Center Remote Area Number: 3 Date: 9/4/2019 of 20 j C Value Multiplier Equivalent Pipe Lengths Valves and Fittings (O=1 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BalV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/2 Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve N © M.E.P.CAD, Inc. 41 AutoSPRINK 2019 v15.1.9.0 3 9/4/2019 1:53:18PM Page 8 Hydraulic Calculations for Project Name: Tukwila Justice Center Location: 15005 Tukwila International Blvd Tukwila, WA 98188, , Drawing Name: Tukwila Justice Center Design Remote Area Number: Remote Area Location: Occupancy Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 4 Level 1 - Area B Canopy Ordinary Group I 0.15gpm/ft2 1500ft2 (Actual 1086ft2) 256ft2 EC Sidewall 5 0 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 382.60 @ 64.976 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Columbia Fire Address: 111 S Findlay Street Seattle, WA 98108, Phone Number: 206-232-8569 Name of designer: Sau Lam Authority Having Jurisdiction: City of Tukwila Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/16/2020 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. COLUMF1952MG I irT Expires ignature Allowance at Source (Safety Margin = 37.145 psi) U © M.E.P.CAD, Inc. aAutoSPRINK 2019 v15.1.15.0 Ma* 13. VG 4 1/16/2020 3:27:46PM Page 1 Hydraulic Graph o z Job Name: Tukwila Justice Center Date: 1/16/2020 Remote Area Number: 4 Water Supply Summary Sheet Node: 1 o §. I- u7 t) 0 0 0 u) N - - - - - - 132.60 64.976 1382.60 with Hose Allowance at Source II System demand curve Static Pressure 10: 382.60 a 102.12" 116. E. III 1 111111111 111111111 1111111111111II 111111111 111111111 111111111 1111 0 N U) O O N O /A N- co isd - aJnssaJd In O 1/16/2020 3:27:47PM AutoSPRINK 2019 v15.1.15.0 LM,©M.E.P.CAD, Inc. Job Name: Tukwila Justice Center Remote Area Number: 4 Date: 1/16/2020 Supply Analysis Node Name(psi) Static Residual Flow (psi) °e (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 103.000 57.000 3250.00 102.121 382.60 64.976 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 97'-0 Supply 64.976 132.60 3160 118'-0 Sprinkler 22.784 26.73 3161 118'-0 Sprinkler 23.092 26.91 3162 118'-0 Sprinkler 22.890 26.79 3163 118'-0 Sprinkler 21.829 26.16 3164 118'-0 Sprinkler 21.556 26.00 3 101'-0 58.195 1573 107'-0 55.131 1705 103'-6 57.097 1777 115'-8% 43.745 2360 118'-0 36.944 2565 118'-0 24.937 2568 118'-0 25.272 2570 118'-0 27.147 2572 118'-0 25.052 2574 118'-0 23.899 2577 118'-0 23.602 2594 118'-0 23.252 2596 118'-0 23.566 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 1/16/2020 3:27:50PM Page 3 Job Name: Tukwila Justice Center Remote Area Number: 4 Date: 1/16/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2598 118'-0 23.360 2600 118'-0 22.279 2608 118'-0 22.001 hS,© M.E.P.CAD, Inc. +i AutoSPRINK 2019 v15.1.15. 1/16/2020 3:27:50PM Page 4 Job Name: Tukwila Justice Center Remote Area Number: 4 Date: 1/16/2020 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot ) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) en thPf Fixed Pressure Losses, applicable, are added directly to (Pf) and shown as e ne y ti„e „ei,.o Fittin y (Foot) PfFriction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Foot ( ) Total Flow (Q) Actual ID Totalwhen (Foot) Friction(Pf) 3164 118'-0 5.6 26.00 1 (See Notes) 1'-6 100 21.556 Route 1 Sprinkler 2608 118'-0 26.00 1.04900.296253 1'-6 0.444 2608 118'-0 1 (See Notes) 2'-7 120 22.001 mecT(5' 0) 5'-0 0.211435 2577 118.-0 26.00 1.0490 7' -7 1.601 2577 118'-0 1% 14'-0 120 23.602 0.021212 2574 118'-0 26.00 1.6820 14'-0 0.297 2574 118'-0 26.16 1% 15'-0 120 23.899 Flow (q) from Route 2 2572 118'-0 52.16 1.68200.076916 15'-0 1.154 2572 118'-0 26.79 11/2 (See Notes) 2'-9 120 25.052 Flow (q) from Route 4 T(9'-11) 9'-11 0.165595 2570 118'-0 78.96 1.68201Z-8 2 095 2570 118'-0 53.64 1% (See Notes) 17'-81/2 120 27.147 Flow (q) from Route 3 E(4'-11%) 4'-11'/2 0.432085 2360 118'-0 132.60 1.6820 22.-8 9 797 2360 118'-0 2 (See Notes) 26'-8 120 36.944 E(6'-2), P0(12'-3'%) 18'-51/2 0.994 1777 115'-8% 132.60 2.15700.128674 45'-1'% 5.808 1777 115'-81/2 3 (See Notes) 194'-9 120 43.745 22E(9'-5), 2T(20'-2) 247'-3% 3.775 1573 10T-0 132.60 3.26000.017218 442'-0% 7.611 1573 107'-0 4 (See Notes) 8'-8'% 120 55.131 E(13'-2), CV( -0.149), BV(15'-9 1/2), P0(26'-4) 55'-31/2 1.517 1705 103'-6 132.60 4.26000.004679 64'-0 0.449 1705 103'-6 6 (See Notes) 3'-11'% 120 57.097 E(17'-7) 1T-7 0.000666 1.084 3 101'-0 132.60 6.3570 21'-6'/2 0.014 3 101'-0 6 (See Notes) 66'-0 140 58.195 E(22'-1), BFP(-5.000), S 22'-1 0.000531 1.734 1 97'-0 " ;- 132.60 6.2800 88.-1 5.047 k, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 4 1/16/2020 3:27:52PM Page 5 Job Name: Tukwila Justice Center Remote Area Number: 4 Date: 1/16/2020 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step q(Foot) Nominal ID Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as . nannri..o wale on Fitting) (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) 382.60 Total Flow (Q) Actual ID Total (Foot) 3163 (/ © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 4 1/16/2020 3:27:52PM Page 6 250.00 64.976 Hose Allowance At Source Total(Pt) Route 1 1 -, 382.60 3163 118'-0 5.6 26.16 1 (See Notes) I-6 100 21.829 Route 2 Sprinkler 0.299722 2600 118'-0 26.16 1.0490 1'-6 0.450 2600 118'-0 1 (See Notes) 2'-7 120 22.279 mecT(5'-0) 5'-0 0.213911 2574 118'-0 26.16 1.0490 7 7 1.620 23.899 Total(Pt) Route 2 3160 118'-0 5.6 26.73 1 (See Notes) 1'-6 100 22.784 Route 3 Sprinkler 0.311831 2594 118'-0 26.73 1.0490 1'-6 0.468 2594 118'-0 1 (See Notes) 2' 7 120 23.252 mecT(5'-0) 5-0 0.222554 2565 118'-0 26.73 1.0490 7'-7 1 685 2565 118'-0 1% 15'-0 120 24.937 0.022327 2568 118'-0 26.73 1.6820 15-0 0.335 2568 118'-0 26.91 1'/: (See Notes) 13'-3 120 25.272 Flow (q) from Route 5 T(9'-11) 9'-11 0.080993 2570 118'-0 53.64 1.6820 23' 2 1 875 27.147 Total(Pt) Route 3 3162 118'-0 5.6 26.79 1 (See Notes) 1'-6 100 22.890 Route 4 Sprinkler 0.313172 2598 118'-0 26.79 1.0490 1'-6 0.470 2598 118'-0 1 (See Notes) 2'-7 120 23.360 mecT(5'-0) 5-0 0.223510 2572 118'-0 26.79 1.0490 7 7 1.693 25.052 Total(Pt) Route 4 3161 118'-0 5.6 26.91 1 (See Notes) 1'-6 100 23.092 Route 5 Sprinkler 0.315729 2596 118'-0 26.91 1.0490 1'-6 0.474 (/ © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 4 1/16/2020 3:27:52PM Page 6 Job Name: Tukwila Justice Center Remote Area Number: 4 Date: 1/16/2020 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a neViva v2i..p Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) ............ _ Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2596 118'-0 1 (See Notes) 2'-7 120 23.566 mecT(5'-0) 5-0 0.225335 2568 118'-0 26.91 1.04907'-7 1 706 25.272 Total(Pt) Route 5 © M.E.P.CAD, Inc. 411 AutoSPRINK 2019 v15.1.15.0 4 1/16/2020 3:27:52PM Page 7 Job Name: Tukwila Justice Center Remote Area Number: 4 Date: 1/16/2020 [Equivalent Pipe Lengths of Valves and Fittings (C=120 0 Value Multiplier Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 Fittings Legend- ALV egend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/2 Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DelV EE fE FN GloV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11'/4 Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve [ley © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 4 1/16/2020 3:27:52PM Page 8 ELECTRICAL ROOM MECHANICAL ROOM STAFF HALLWAY COURTROOM SECTION VIEW S4 SCALE: NTS SOUND VESTIBULE COURT LOBBY CAP ROOF 118' - 0" Level 02 113' - 6" _Level 01 100'-0" ROOFLEVEL 131' 0" LOW ROOF, 126'-6" CAP ROOF 118'-0" HUB EOC OPEN OFFICE STORAGE SECTION ViEW - S3 SCALE: NTS CONFERENCE ROOM A AND B PUBLIC LOBBY Z CL r SEE PLANS r 3 518" KETAL STUD BRACING @ 32" O.C. FINISH CEILING A. SEE RCP CEILING, WHERE OCCURS 3 518" METAL STUDS Q 16" O.C. , TYP 51e" GVIB, TYP LIGHT GAUGE MIL ANGLE SECTION VIEW - S5 ALIGN FACE OF LOCKER WITH GWB FASCIA ABOVE, TYP COORDINATE SOFFIT HT WITH LOCKER MFR. SPECS, WHERE OCCURS WALL TYPE, WHERE OCCURS, PER PLANS r TOTALOPENtJDWIGTHIWIOTH casBuiTniiiM'CiGHidCLjI rriH- 1 SKYUGHT PER SPECIFICATION r�-- CURB PER SPECIFICATION / I - ROOF PER SCHEDULE 111.1.1_1_..J. iJJ . L.o 4 /111.1I E 'L. - DEUREINFTACELIEHT, SEE STRUCTURALOETA!L T:554 - BAR JOST. DiYOND. SEE STRUCIIR.AI r PARKED GM COFFER. EEE FINISHSCHEDULE --- 3 5'3' NTL SILOS 32' O.G -TIT ITr. I If • DECKREINFORCELIEIIT. SEE STRUCTURAL DETAIL 055 BAA JOIST. SEE STRUCTURAL DOUBLE STUD REDIFORCELEi1TT r- PAINTED GUS COFFER. SEE FINISH SCHEDULE r- SW MR STUDS 32' DC. SECTION VIEW - S6 SCALE:NTS 0] 1 I 2_-r. • 0 .1:72._h_1 • 1 T _l J L - .[ L._.T Il_.[; • OTTIL • ISI 4 • ARMORY BREIFING ROOM • 1 SECTION VIEW PATROL2 OPEN OFFICE - S SCALE: NTS • • • ;i I RECORDS OPEN OFFICE • CSE w PATROL LOBBY • • EVIDENCE EVIDENCE LAB PATROL CIRCULATION BREIFING ROOM PATROL CIRCULATION SECTION VIEW- SI SCALE: NTS HUB ROOF LEVI 131'- LOW ROC 126'- CAP ROC 118'- Level 113 - _Level 100' ROOF LEVEL 131' - 0" _LOW ROOF.. 126.-6,, CAP ROOF 118' - 0" Level 02 113' - 6" Leve101 100-0" PER SKYLIGHT °PE1101G REO SEE RCP P ER PCP APG. SEE RCP. FLANGE AT 1"-O" A.F.F TYP. RISER DETAIL SCALE: NTS C KEY PLAN SCALE: NTS NORTH. CANOPY SCOPE OF WORK: t COLUMBIA FIRE INC. SCOPE OF WORK IS TO INSTALL FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING TO COMPLY WITH NFPA #13-2016. 2. SPRINKLER PLAN SUBMIT TO THE CITY OF TUKWILA FOR APPROVAL. 3. MATERIALS PER NFPA #13-2016 EDITION STANDARDS. 4. TESTING PER NFPA #13-2016 EDITION AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH, 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 5. JOINING OF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL, 8. ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. AUXILIARY DRAIN NOTES: 1. WHERE TRAPPED SECTION iS 50 GAL OR MORE THE AUX DRAIN SHALL CONSIST OF MIN. 1" VALVE AND PIPED TO AN ACCESSIBLE LOCATIONS. 2. WHERE TRAPPED SECTION iS MORE THAN 5 GAL AND LESS THAN 50 GAL THE AUX DRAIN SHALL CONSIST OF MIN. 4" VALVE W/ PLUG OR CAP. 3. WHERE TRAPPED SECTION iS LESS THAN 5 GAL THE AUX DRAIN IS NOT REQUIRED AND MIN. z" OUTLET W/ PLUG OR CAP SHALL BE PROVIDED. SPRINKLER DEFLECTOR NOTES: 1. ALL UPRIGHT IN OBSTRUCTED CONSTRUCTIONS NOT TO EXCEED 22" BELOW DECK. 2. ALL SPRINKLERS ON EXPOSED PIPING LOWER THAN 7'-0" FF SHALL PROVIDE HEAD GUARD, EARTHQUAKE BRACING NOTES: 1. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PiPING BRACED LATERALLY 2. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LONGITUDINALLY, 3. LATERAL SWAY BRACING / BRANCH LINE RESTRAINING SHALL NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6" LONG (MEASURE FROM THE HANGER ATTACHMENT TO THE TOP OF PIPE.) RISER LEGEND 1. .6" FLANGED X GROOVED 2. 4" BUTTERFLY VALVE 3. 4" TYCO DRY PIPE VALVE, MODEL DPV-1 4. 4" ALARM CHECK VALVE, MODEL AV -1-300 5. 6" CHECK VALVE 6. GENEkAL RISER MOUNT AiR COMPRESSORS, MODEL uL25033AC (250 GAL.) ELECTRIC BELL (WIRING BY OTHERS) HEAD BOTA 12 SPARE SPRINKLER HEADS DESIGN CRITERIA: ORDINARY HAZARD I -130 MAX SPACING PER A SPRINKLER. Fire Permit Number l -S-1gg To schedule ii � poclions call 206-575-4407 L r�,,, IEYE,x ❑ Without Comments • O As Noted IP I~' -I ' Per The Attached Letter These plans have been reviewed by The Tukwila Fire -•-vention Bureau 1u+ conformance with current City • ndards. Accepc; : subject to errors and :.11isslons which do t: violation: of adopted Ttandards and oralrl.:tnc, s The responsibility for the .dequacy of desigl! ....s ;.otally with the ilesigner. :Additions, deletionF fcivISIOCIS to these drawings after this date will void tial . t: ,.. •eptance and wi'i require a resubmittal of revts d ci:.F,n.an.gs for subz.;equent approval. Final accep#zii�ce is suojec i' 'co lieid test and inspection by The Tukwila Fire Preventic"l i Bureau. Date: /0,; 7- lel By:._, , 5' 1 l I f IiriM Jw� rly n41)`I l ltliI It (. Rut h I.3y. ti,E.; Side p(.[lii�-Itc] 1:1 Lw' 1 1`•i Ir I ;j j1 It,I • L' Illri},}}d'j9'.t,l 1 i "!: ,iliils'1ar r►r�ll e''' Pif'.�`1 I EXPIRES. 4/9/2/ 60 /g VICINITY MAP SCALE: NTS NORTH. PAID SEP 13 2M1 TUKWILA FIRE NORTH 2 1 0 I I I 8 DRAWING ABBREVIATION DRAWING SYMBOLS. FABRiCATION SYMBOLS SPRINKLER LEGEND SPR - SPRIG RN - RISER NIPPLE DP - DROP FF - FINISH FLOOR TS - TOP OF STEEL OTS -OPEN TO STRUCTURE COJ - CUT ON JOB - EQ BRACING HANGER BRANCH LINE RESTRAINT - CENTER LINE - HYDRAULIC CAL NODE CM1.A SPRINKLER MAIN FAB NUMBER `' SPRINKLER LINE FAB NUMBER SPRINKLER TYPE /SIN NUMBER RESPONSE MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH ESC QTY MIASHINGTOH STATE CERTIFICATE OP COMPETENCY FIRE IOM SPRINHLER SYETEME Steve Adamson 4265-0691-C Level 3 Columbia Fire Inc. COLUMF1952MG ,�/a,s`12/� Expires 1 51Enature �1/40�a REVISIONS MK DATE Columbia Fire IPRIHKLIR SYSTIM IOSYICIS RIPA10 WA CL# COLUMFi952MG 111 South Findlay Street Seattle, WA 98108 Tukwila Justice Center 15005 Tukwila International Blvd Tukwila, WA 98188 JOB NO. 1903151 AHJ: CITY OF TUKWILA LEVEL 1 - AREA A. DATE 07/18/2019 DESIGNER Sau Lam PM Wes H. BNBuilders 2601' 4th Ave, Suite 350 Seattle, WA 98121 FP EARTHQUAKE BRACING DETAILS NOT TO SCALE STEELJOIST TOLCO FIG.825 -•-•„„ STEELJOIST TOLCO FIG. 825 STEELATTACH. STEELATTACH. FLEX DROP MAX. (4)90° BENDS 0111111illillili11111111111() BRANCH LINE HUB 7.----..- :-.7-- - BRACI<ET 'ISELF-TAPPING ow SCREW I fill :NM iVn --.1--METALSTIJD RA SWAYATTACH, ki SUSPENDED SPRINKLER T-BARGRID PENDENT SWAY ATTACH. : A TOLCO FIG 41.,..0 PIPECLAMP 6*,` illye LONG. SWAY BRACE it PIN ii ./ 1' SCH 40 PIPE 45°-59°P ERCAL TOLCO FIG.1001 PPECLAMP 45°- 59° PER LATERAL SWAY BRACE CAL umn- . 1151 bittLBEAM TOLCOFIG.825-..„ STEE_ATTACH. STEEL BEAM TOLCO FIG.825 STEELATTACH. TOLCO FIG.980 SWAYATTACH. SWAY ATTACH. PIPE CLAMP Slip LONG. SWAY BRACE 40,-...4-r• 4 ,TOLCORG.41. ,, 6- 1"SCH 4.5.-59TER 13 40 PIPE at TOLCORG.1001 • PIPECLAMP ( "" N.- 1" SCH40 PIPE 4'`). 45°-59° PER CAL LATERAL SWAY BRACE TO SPRINKLER -N.-- HEAD 7x6"SIGNW/ --N. i" LETTERING 1" BALLVALVE FOR DRAINAGE 1" SUPPLY 1"GROOVED COUPLING ACCESS PANEL AT5-OFF (BY OTHERS) 1" BUTTERBALL VALVEVV/TAMPER (NORMALLY OPEN) ELEV CONT. PANEL DETAIL SCALE: NTS HANGER DETAILS NOT TO SCALE STEELJOIST/BEAM HANGER LABEL -12S S1EELJOIST/BEAM rBEAMCLAMPW/ RESTRAINING STRAP ;'• HANGERLABEL-12S ATR RING HANGER BRANCH LINE RESTRAIN DETAILS NOT TO SCALE STEELJOIST/BEAM RING HANGER W/SURGECUP FIG. #25 SURGE RESTRAINER HSW WIGUARD 1" PLUG ELEVATOR PIT ELEV PIT DETAIL SCALE: NTS (03) I. i , , A..... ....,,,,,.,,,,,„,.....4:::n T:b .....a.eattamadme..-xtez.:), Arrinla LEVEL 1 - AREA B ,... SPRINKLERS TO BE OMITTED IN EXTERIOR CANOPY OF NONCOMBUSTIBLE CONSTRUCTION AND NO COMBUSTIBLE STORAGE BELOW, PER NFPA13-2016, SECTION 8.15.7.2, tip LOB co 1N3 1,3 t , vyk../Iviv1-0 loict r 1 I , i ..,„,„_,,-- • - '4,1)2.2,:_...-roi i -1.7.,....„.,:.. ...-.L..:....:„ ...........:::__„:........,,L••• • " • •-•••:••'•••••_•: -----.17L-1.. • -%.'""*".."'"'"""."'"."'"'" . '''''''''''..""'"*"** 7:1": T:= . i47,7:: r::"...7":776; 1 t...#4....L.,....,....1.04,..MteirR 1 ..1.4711.11:1011MAINMS:VI4F-4.1.1.2{.1V7.4.1:0.11.11.2.1.11VANTAIMMTITAY.,,,, 1 ' -- -- r .!!------,:c= ----- 4 112 6%.?, ._ it , ,4.:21'-0 -.,...c1:---.74----a72.-1 1 112r `1!,,' I 1-• an• de,;.„-..(‘-.• , clt‘ kJ.] 112 1 1/2:t I 1 1/2 WY! 1112 - 1 1/2 1 112 kr 1 1/2 1/2 • .. . , . . ,_. . ........ ... . . . .... ,. 0'• -2.--•-l'i6 1/ .,;"--:,.„---;;;;; 1.5'41/2 - -- - - '.-9--: •--3'..i.11/2-4- - 1.III! •31:1"0' 12 ''''''' L ' ".s;77::'• ::........- i 3'-7 1/2 r... • • 0,:, SPRINKLER DROP DETAILS NOT TO SCALE ACT CEIUNG ADJUSTABLE METALSTLID MOUNTING I11111 FLE(DROP MAX (4)90° BENDS am 0011)11 lila ! IC) BRANCH LINE HUB4.. .----.--...- BRACKET I iVii MN 1E1 CNN GWBCEIUNG ADJUSTABLE METAL STUD MOUNTING FLEX DROP MAX. (4)90° BENDS 0111111illillili11111111111() BRANCH LINE HUB 7.----..- :-.7-- - BRACI<ET 'ISELF-TAPPING ow SCREW I fill :NM iVn --.1--METALSTIJD RA 1.1.1/1 kil: SPR1NKLE3 PENDENT ki SUSPENDED SPRINKLER T-BARGRID PENDENT it PIN ii ./ UPRIGHT OUTLET BRANCH LINE ,-- UPRIGHT u i i ' umn- . 1151 1" SPRIG (VARIES) OUTLET BRANCH LINE 1 1/2 0'4 11/2 01. 112 Ca A 21-1AIRe'jjLLE 1 114 cTrio ( 'z : ! •-•-• 7777.7.77 """ E0CS1GE OUIET RO Iv1 I I 2'-0 ELEvAre MACI-11IE Ro.1,1g, "1` 1L'3 2.10 1/2' 346(112 - " 1/2 2 8)/21: '16 1/2 c'oc, 11/2 ,:•-• 1-1/2.7"..7,4 1/ 11/2 1112 .61.4.016.112 SCOPE OF WORK: 1. COLUMBIA FIRE INC. SCOPE OF WORK IS TO INSTALL FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING TO COMPLY WITH NFPA #13-2016. 2. SPRINKLER PLAN SUBMIT TO THE CITY OF TUKWILA FOR APPROVAL. 3. MATERIALS PER NFPA #13-2016 EDITION STANDARDS. 4. TESTING PER NFPA #13-2016 EDITION AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND. EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION, 5. JOINING OF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 8. ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 11-h 1/2 lb AUXILIARY DRAIN NOTES: 1, WHERE TRAPPED SECTION IS 50 GAL OR MORE THE AUX DRAIN SHALL CONSIST OF MIN. 1" VALVE AND PIPED TO AN ACCESSIBLE LOCATIONS. 2. WHERE TRAPPED SECTION IS MORE THAN 5 GAL AND LESS THAN 50 GAL THE AUX DRAIN SHALL CONSIST OF MIN. in VALVE W/ PLUG OR CAP. 3. WHERE TRAPPED SECTION IS LESS THAN 5 GAL THE AUX DRAIN IS NOT REQUIRED AND MIN. i" OUTLET W/ PLUG OR. CAP SHALL BE PROVIDED. SPRINKLER DEFLECTOR NOTES 1, ALL UPRIGHT IN OBSTRUCTED CONSTRUCTIONS NOT TO EXCEED 22" BELOW DECK. 2. ALL SPRINKLERS ON EXPOSED PIPING LOWER THAN 7'-0" FF SHALL PROVIDE HEAD GUARD. EARTHQUAKE BRACING NOTES: 1. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LATERALLY 2. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE.WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LONGITUDINALLY. 3. LATERAL SWAY BRACING! BRANCH LINE RESTRAINING SHALL NOT REQUIRED. ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6" LONG (MEASURE FROM THE HANGER. ATTACHMENT TO THE TOP OF PIPE.) ( z ) '.7- i 1 -. 1'1 • ''''_!•)) I ,7, - ' 1.,,2 (2, \ilti)::1,' , 2.91 , '1 I I I 1.3 it's, ; `i ..... i Nr 'I CIRCUI.AT il- - - ' - IL I I 4'-10 1/2 I (•,Al‘lea: -'• ; - I I., I LEVEL 1 - AREA A V' - --- • • 0,- ''' • k LEVEL 1 AREA 13: STAFF STAIR T) • 1. It 6 LNESS 11/" 1/2 11 1/2 6 8' 5 0,-8 94 112 • . ^ • • • , • • ,.' • I • • . • •• • • • • t I 2 2 4.0 1/2. 2 . 12'41 2 0112,, 10'-O 10'4 liD 0%10 1/2 -r 11/2 1 11Z 11/2 11(2 1 5'4 c2.0. 71-e <52 101-8 1;IRCULAT1011 11/2--4‘11:19 1 1/2 .1 1 1(2 l . : '....,•‘2.•'' 7.-.4/;.:1 7.7.7.772. .......... 42111: 4(:i1 27.:.:y."--171 : F‘-',-‘ -11/2--11/2 .••• 1/2 1 1/2F) :-,- 1 1/2 .... :.:"..oll..7.,..:,.. 5! 0 142,:.r./"..-'14,1 1i2 0,4- 10 11 • - :, .. s-'001... •.,, -79., .t',?:::,,A. 21 ,, ,,,...:,..., ...... ,.,,.:...., 1 1/2 8'41 1 1/2 0'4 ="I CONES, Kfilli2) 13-1/2":7;71 1' 1'1/2 Ill ! 9!.2' 2 1Ivi‘V 0'4 O,JFE !NICE (0,119.6) . . , . 11/2 .. 1/2... 7 -2 1/2 " b. -C..' a .S; itI r'1A, 1,L1 . . -• .;/./ -xx,=="°'- • 0'4 <goy '-6 1/ 1/ >AO " 11'- . 7.;,4r) Tf4 C1 .. - 11/2 1 11 1 2 1 1/2 - 1 11/2 22 3'.9 5'4 LI' 04 0'4 0 V 0 1/2 . 34 112 c20 921/ 71.0 4' 2 3'19 61/2 \ \ \j N\ \ MIArvnie...0nral• ..-----. 1" • LEVEL 1"--AREA.B leStrtIVOIStt, MitS1.1.0.111711.211‘,./31941 V .7=7;41411,,ITMI,C.,7'4,1,1^”, LEVEL 1 - AREA C 7-1 I LEVEL1 - AREA B - FIRE PROTECTION SCALE: 1/8" =1-0" LEVEL 1 -AREAB., C70 nye.. . , • LEVEL 1 - AREA Q ISOMETRIC VIEW SCALE: NTS II I A KEY PLAN SCALE: NTS NORTH 77 CANOPY NORTH 2 1 0 III 4 B Graphic Scale 1/81=1I-0" DRAWING ABBREVIATION DRAWING SYMBOLS FABRICATION SYMBOLS SPRINKLER LEGEND SPR - SPRIG RN - RISER NIPPLE DP -DROP FF - FINISH FLOOR TS - TOP OF STEEL OTS - OPEN TO STRUCTURE COJ - CUT ON JOB - EQ BRACING HANGER BRANCH LINE RESTRAINT - CENTER LINE - HYDRAULIC CAL NODE CMtA - SPRINKLER MAIN FAB NUMBER jElLt1.1 - SPRINKLER LINE FAB NUMBER SPRINKLER TYPE / SIN NUMBER RESPONSE MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH ESC QTY CONCEALED PENDENT QUICK RELIABLE 05 5.6 1/2" 165°F BRASS WHITE 40 UPRIGHT QUICK REIABLE F1FR 5.6 1/2" 155°F CHROME 47 UPRIGHT QUICK REIABLE Fl FR ©200° 5.6 1/2" 200°F CHROME 9 HSW QUICK RELIABLE Fl FR 5.6 1/2" 200°F BRASS TOTAL: 97 WASHINGTON STATIC eltRTIVICATE OF COHPIMINCY FIRS PROTICTION Steve Adamson 42650691-C Level 3 Columbia Fire, Inc. COLUMF1952MG "area‘rova,„...\327-) Expires Ls.,12/.31/201 Signature REVISIONS MK DATE Columbia Fire SPAINICLIN SYSTEM SURVICI 1211PAIIII WA CL# COLUMF1952MG 111 South Findlay Street Seattle, WA 98108 (206)232-8569. Tukwila Justice Center 15005 Tukwila International Blvd Tukwila, WA 98188 JOB NO. 1903151 AHJ: CITY OF TUKWILA LEVEL 1 -AREA B DATE 07/18/2019 DESIGNER Sau Lam PM Wes H. SCALE 1/8"=110" BNBuilders 2601 4th Ave, Suite 360 Seattle, WA 98121 GC: Mil .rown (20) 492-0363 FP. 4 EARTHQUAKE BRACING DETAILS NOT TO SCALE STEELJOIST TOLCO FIG.825 -......_ STEELJOIST TOLCOFIG.825 STEELATTACH. STEELAITACH. TOLCOFIG.920---„ SWAYAITACH. TOLCO FIG.41_ PIPE CLAMP MiI LONG. SWAY BRACE :II "AI ,A4 4, / tV CI ' 1 saw pipE TOLCO FIG.930 Mil --4-METAL STUD i Ili TOLCO FIG.1001 PPECLAMP 4V- LATERAL SWAY 45°-57 PER BRACE CAL STEELBEA1v1 TOLCO FIG.825 -----,,................ Si ta.ATTACH. STEEL BEAM TOLCO FIG. 825 S iLtLATTACH. /7-- UPRIGHT OUTLET \-- \ BRANCH LINE UPRIGHT Mil ' MINN .•,„ it M WO 1"SPRIG (VARIES) OURET BRANCH LINE SWAY ATTACH. Arjj.I.L. SWAY ATTACH. 44er" ' , • TOW° F1G.4L 0/; PIPE CLAMP O'' 1" scH 4,5"-59°P'ERCAL ejill. n LONG, SWAY BRACE 40 PIPE TOLCO FIG.1001 PIPECIAMP , 40. LATERAL SWAY .-; N-1"SCH4OPIPE 45°-59° PER CAL BRACE • HANGER DETAILS NOT TO SCALE STEELJOIST/BEAM HANGER LAJ3EL-12S S thi_JOIST/ BEAM lfff7 _LL HANGERLABEL-12S r BEAM CLAMP W/ RESTRAINING stRAp AIR RING HANGER BRANCH LINE RESTRAIN DETAILS NOT TO SCALE STEELJOIST/BEAM RING HANGER W/SURGEOLIP F1G. #25 SURGE RESTRAINER 1 1 , -\;,-„triiiiiti;e:.„,,,,,,I,,1,.r., . 6,,,,,...,,,,,, \ \ ‘,,,,,,,,, \ . w...:.,...annswerfetitomonftaPowon.re.nomrn.-mr.--. ,tra,- "warn,' \ \ . LEVEL 2 - AREA B . 11 \ i N.4 •,,,, \I \ \ \ \ 's,„ \ \ \\ \ \ \ \ \ ,, \ _:,..,„, •,,\ \ ':‘, \--,---,- , --, \ i \ \ • \ . \ \ 1 \ , .-tt\ \ \ • \ , \ si \ \ • I \ \ \\ \ N\ • \ \ \ ‘' • \\ 1 I* 1 1 [ 1 1 1 SPRINKLER DROP DETAILS NOT TO SCALE ACT CEIUNG FIR DROP MAX (4)97 BENDS ADJUSTABLE HUB -t- ...-_ METALSTUD MOUNTING BRA i Ws ior GNIini 01111111111.111010 BRANCH UNE GVVBCELING ADJUSTABLE METAL STUD MOUNTING FIE( DROP MAX (4)97 BENDS HUB : " ' i I ral• $0111111IiiiIiiiiii BRANCH ,,.....- :-.---:-:---...- -,-..-_ ,..,.... 111 SELF Co SCREW Imo 10 LINE -TAPPING Mil --4-METAL STUD Ili leoll ii „... SPRINKLER PENDENT ................ 10...1 1.1 SUSPENDED SPRINKLER T-BARGRD PENDENT it Pili ..." /7-- UPRIGHT OUTLET \-- \ BRANCH LINE UPRIGHT Mil ' MINN .•,„ it M WO 1"SPRIG (VARIES) OURET BRANCH LINE 6.; r;t (7) 1-10 1/2 .................... 17;"""-; SCOPE OF WORK: 1. COLUMBIA FIRE INC. SCOPE OF WORK IS TO INSTALL FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING TO COMPLY WITH NFPA #13-2016. 2. SPRINKLER PLAN SUBMIT TO THE CITY OF TUKWILA FOR APPROVAL. 3. MATERIALS PER NEPA #13-2016 EDITION STANDARDS. 4. TESTING PER NEPA #13-2016 EDITION AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 5. JOINING OF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 8. ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. \to ,• 647;4 7.1.. , rxrtm.,aisX, • \„;. \ \ „\\,\„, \\\ \ \ \ \.\\ „ • \ T-6 112 8 '1 ' r.4 / - I-• I 1 2'-6 112 8%1 \ \ \ \ N \ \ • \ \ \ \.„ T-6 1/2 8%1 „ \ \ \ 1 A23 .1.4) ....... ID PI.), C E • I _ cOlv 7.2 I I 61. - -•_ _ k7.T: 1 Tir,Ort.”, tflimnArcIrmIllesd AUXILIARY DRAIN NOTES: 1. WHERE TRAPPED SECTION IS 50 GAL OR MORE THE AUX DRAIN SHALL CONSIST OF MIN. 1" VALVE AND PIPED TO AN ACCESSIBLE LOCATIONS. 2. WHERE TRAPPED SECTION IS MORE THAN 5 GAL AND LESS THAN 50 GAL THE AUX DRAIN SHALL CONSIST OF MIN. i" VALVE W/ PLUG OR CAP. 3. WHERE TRAPPED SECTION IS LESS THAN 5 GAL THE AUX DRAIN IS NOT REQUIRED AND MIN. i" OUTLET W/ PLUG OR CAP SHALL BE PROVIDED. SPRINKLER DEFLECTOR NOTES: 1. ALL UPRIGHT IN OBSTRUCTED CONSTRUCTIONS NOT TO EXCEED 22" BELOW DECK 2. ALL SPRINKLERS ON EXPOSED PIPING LOWER THAN 71-0" FF SHALL PROVIDE HEAD GUARD. EARTHQUAKE BRACING NOTES: 1. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LATERALLY 2. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LONGITUDINALLY. 3. LATERAL SWAY BRACING / BRANCH LINE RESTRAINING SHALL NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6" LONG (MEASURE FROM THE HANGER ATTACHMENT TO THE TOP OF PIPE.) St 1St 55115511 2'-6 1/2 , \ `.\ \ '.*: \ \ \',„, , i \ N \\ \ N , „ s • N '\•• \ \ N„ ' \ \ s. \ \ \ „ \ \ \ \ \ ,...., \ ‘, \ \ \ \ \ ',.... \ •N \ \ ,, -,... .., \ \ ' 271.1".* " _.\ '' s - \ \ 1-4......-:,..._......,... , - ., ...,1..,, .1. ,...,...„... „,-......,.x....,r,,p=........„,,,t....:r..,-,-...a,t4„....,;..„,.„,... A -''"''m" 1": -.,„„,,,„.„,-;,„,„,„,-„,,/`T,.. .... =._. 5" "55, .........1........, - *".":4:41:0..........444.:44.4;:ti...,,.....,..i..................s......,...a......m....,.........-. at,.......n................ ... \ \ \ • 's \ \ \ N. (0) 2'-6 1/2 84 (;) LEVEL2---AREA B - FIRE PROTECTION REMOTE AREA NUMBER: 3 REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: COMMODITY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER CALCULATED: NO. OF SPRINKLER CALCULATED: TOTAL WATER REQUIRED: FROM WATER SUPPLY: AT THE BASE OF THE RISER: LEVEL2 - EAST OF BLDG ORDINARY I N/A 0.15 GPM / FT' 1500 FT' (ACTUAL 1444 FT') 130 FT2 OR 5.6K UPRIGHT 14 551.72GPM @ 82.918PSI 301.72GPM 67.588PSI WATER SUPPLY INFORMATION AT THE TIME OF DESIGN: STATIC PRESSURE 103 PSI RESIDUAL PRESSURE: 57 PSI SUPPLY FLOW: 3250 GPM SOURCE: WATER DISTRICT 125 DATE: 2019 AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA SCALE: 1/8 = V-0" -LEVEL -2-- AREA B () 1 -AGe[fJJN WOR OMI '63 :man LEVEL 2 - AREA A SEVINT ...ere se.....tumionsantormntworair.,,mttr,...1sraszo..mantsmo.........e.iwerr.....,vetTsvc> LEVEL 2- AREA B NORTH 2 1 0 III 4 8 Graphic Scs! 1/Pur--11-0" DRAWING ABBREVIATION DRAWING SYMBOLS FABRICATION SYMBOLS SPR - SPRIG RN - RISER NIPPLE DP -DROP FF - FINISH FLOOR TS - TOP OF STEEL OTS - OPEN TO STRUCTURE COJ - CUT ON JOB -EQ BRACING HANGER -4- BRANCH LINE RESTRAINT -CENTERLINE 0 - HYDRAULIC CAL NODE CM1.A - SPRINKLER MAIN FAB NUMBER 184j - SPRINKLER LINE FAB NUMBER SPRINKLER TYPE / SIN NUMBER CONCEALED PENDENT UPRIGHT HSW RESPONSE QUICK QUICK QUICK SPRIN MEG RELIABLE RELIABLE RELIABLE KLER LE MODEL GEND SYMBOL 0 G5 F1FR F1FR K -FAC 5.6 5.6 5.6 THREAD 1/2" 1/2" 1/2 TEMP 165°F 155°F 200°F FINISH BRASS CHROME BRASS ESC QTY WHITE 15 TOTAL: 24 WASHINGTON STATIC CICATIFIGATI OS COPIPITINCY FIRS PROTICTION SPIIINHLITI SYSTEMS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. COLUMF1952MG .4742dott-e-tP3Z0 Signature REVISIONS MK DATE A ,//r/ ::// // B /4/,/ C KEY PLAN SCALE: NTS NORTH EXPIRES 4 / 9 / 24 Tukwila Justice Center 15005 Tukwila International Blvd Tukwila, WA 98188 CANOPY JOB NO. Columbia. Fir' e DATE P1INICLuIY$TII* 1903151 07/18/2019 AHJ: CITY OF TUKWILA LEVEL 2 - AREA B WA CL# COLUIVIFI952MG DESIGNER Sau Lam 111 South. Findlay Street p m Wes H. Seattle, WA 98108 (206) 232-8569 SCALE 1/8"=1'-0" BNBuilders 2601 4th Ave, Suite 360 Seattle, WA 98121 GC; Bill Brown (2OS) 492-0363 FP EARTHQUAKE BRACING DETAILS NOT TO SCALE STEELJOIST TCL.CO FIG.825 STEEL JOIST TOLCO FIG.825 STEELATTACH, S I thLATTACH --1t; '- �' TOLCO FIG.980 -----.� _ Ail A , SWAYATTACH.•.0; / TOLCO FIG.4L 4, PIPECLAMP. Ci 1 SCH40PIPE TOLCOFIG.930. SWAYATTACH. `\"-'i' W. t _s TOLCO Fla PIPECLAMP LATERAL 1001 ,,.___, Y SWAY 449;0 N- 1"SCH 40 45°- 59° PER BRACE PIPE CAL r� IL 1 ��I SUSPENDED i' SPRINKLER T -BAR GRID PENDENT 45°-59°PERCAL ailar LONG. SWAY BRACE BEAM TOLCO FIG. 825 S I I ±LATTACH,�,` STEEL BEAM TOLCO F1G.825 STEELATTACH. TOLCO FIG.980 1--- UPRIGHT AK 1/1 mu TOLCO FIG.930 ----�..,• -•, - - SWAYATTACH, r SVVAYATTACH. TM:OFIG.4L: PIPECLAMP till. LONG. SWAY BRACE er ' 9� 6 1"SCH40PIPE 45°-59°PERCALI 0 v TOLCOFIG.1001 PIPECLAMP ----- /N1SCH40PIPE ``). 45°-59° PER CAL LATERAL SWAY BRACE LEVEL .:1.,..AREA•B LEVEL 1 - AREA C HANGER DETAILS NOT TO SCALE STEELJOISTIBEAM HANGER LABEL -12S STEELJOIST/ BEAM BEAMCLAMPW! •--�""'t'RESTRAINING p HANGER LABEL -12S ATR MEI II -1 RING HANGER STEELJOIST!BEAM BRANCH LINE RESTRAIN DETAILS NOT TO SCALE BEAM CLAMP VV/ RESTRAINING STRAP FIG 75 SWIVEL ATTACHMENT RING HANGER W/SURGECUP FIG. #25 SURGE RESTRAINER mesneanr ralerarnmtexssS.vmxrm an Re++nnasr.+a„at 2 SPRINKLER DROP DETAILS NOT TO SCALE ACT ADJUSTABLE M MOUNTING CEIUNG FLEXDROP MAX (4)90° BENDS i p\\IlUiilillllllllllilie HUB B BRA 1I �1O GNBCEUNG ADJUSTABLE METAL MUNTING I Fla DROP MAX (4)90° BENDS \�>,�Itttiil1llllllllllli IC) BRANCH UNE HUB I APPING Oil SCREW � _um Am W. t _s iii int --*--METAL STUD lel r� IL 1 ��I SUSPENDED i' SPRINKLER T -BAR GRID PENDENT .. ! SPRINKLER PENDENT //-- UPRIGHT ID II OUTLET BRANCH LINE 1--- UPRIGHT AK 1/1 mu Pill 1"SPRIG (VARIES) OUTLET BRANCH LINE J I.0 5'-2 SCOPE OF WORK: 1. COLUMBIA FIRE INC, SCOPE OF WORK IS TO INSTALL FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING TO COMPLY WITH NFPA #13-2016. 2. SPRINKLER PLAN SUBMIT TO THE CITY OF TUKWILA FOR APPROVAL. 3, MATERIALS PER NFPA #13-2016 EDITION STANDARDS. 4. TESTING PER NFPA #13-2016 EDITION AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2, PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 5. JOINING OF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 8. ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS, RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. -- -LEVEL- 1 AREA B 7'-6 2 7'-6 IV i2 2 -' &-11 112 ,- '-8 112 1 ;1 ,l..l I � 1 ,1 � 2 21 r naI (, 2: I I ; 1 1 2' I 0-' 1 1 2 I,-gu 14; 5 1 ;d(2 2 I5 I� I '7'17 ... 1..11iIL'IN.CII I I I r4..0,'6.____. -► • - _- .may..._._.._ - - ..- LEVEL 1- AREA C I1 II 11112 1:l/2)i4'"� n.,+rr i 411.11/12114 i i1 1112 1 +��� 5.91!Nr(-,..E`I j 1.2 ' 1, `-41 2 ; I O'•8 1/2 I 1 11I I • N I 1 1 2i o' 1112 1A1 _a...................................... u. 1 112 13'-9112 1 111!2 4' GUN LOCKER <cto C 6'-10112 �51Ia> .11/ ?JFll1Al N 9'-412.__ '.6_ ; 1.3112 t I, 1 ! ▪ • IRECTOR- i I0 1 ! -r 1112 b _.......---._ CfPv -. .,.r.� .� 4°.":.i.:>-:-..-11:`:8-112`-"".... '19112 0 2+I.OTEv1 !L123> 1112 .,-,, -. 1 112 '-0 112 - = b s - etMeMPMIIMM/AVMMIIM. At, 1 112 4,-5 1112 0 1112 9'-0 0'-6 10'-10 BA?' 'SNCY ELS; 'rfCAL 1112^° 11l2 ' 0'-6 4' 6 1112 11/2`. 1112 10'•1 Zai 112 1 1/21-Z3 REMOTE AREA 1 I iris ▪ IA/2 • GROUP HOLDING er Y,3 ang REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: COMMODITY CLASSIFICATION: DENSITY: i AREA OF APPLICATION: -COVERAGE PER SPRINKLER: " TYPE OF SPRINKLER CALCULATED: NO. OF SPRINKLER CALCULATED; TOTAL WATER REQUIRED: FROM WATER SUPPLY: j AT THE BASE OF THE RISER: LEVEL 1 - EAST OF BLDG ORDINARY I N/A 1950 FT' (ACTUAL 1994 FT') 130 FP QR 5.6K UPRIGHT 15 WATER SUPPLY INFORMATION AT THE TIME OF DESIGN: STATIC PRESSURE: i 103 PSI RESIDUAL PRESSURE: i 57 PSI SUPPLY FLOW: 1 3250 GPM SOURCE: I WATER DISTRICT 125 DATE: 2019 AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA AUXILIARY DRAIN NOTES: 1 WHERE TRAPPED SECTION IS 50 GAL OR MORE THE AUX DRAIN SHALL CONSIST OF MIN. 1" VALVE AND PIPED TO AN ACCESSIBLE LOCATIONS. 2. WHERE TRAPPED SECTION IS MORE THAN 5 GAL AND LESS THAN 50 GAL THE AUX DRAIN SHALL CONSIST OF MIN. i" VALVE W/ PLUG OR CAP. 3. WHERE TRAPPED SECTION IS LESS THAN 5 GAL THE AUX DRAIN IS NOT REQUIRED AND MIN. i" OUTLET W/ PLUG OR CAP SHALL BE PROVIDED. SPRINKLER DEFLECTOR NOTES: 1. ALL UPRIGHT IN OBSTRUCTED CONSTRUCTIONS NOT TO EXCEED 22" BELOW DECK. 2. ALL SPRINKLERS ON EXPOSED PIPING LOWER THAN 7'-0" FF SHALL PROVIDE HEAD GUARD. EARTHQUAKE BRACING NOTES: 1. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LATERALLY 2. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LONGITUDINALLY. 3. LATERAL SWAY BRACING / BRANCH LINE RESTRAINING SHALL NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6" LONG (MEASURE FROM THE HANGER ATTACHMENT TO THE TOP OF PIPE.) NORTH DRAWING ABBREVIATION DRAWING SYMBOLS FABRICATION SYMBOLS SPRINKLER LEGEND SPR - SPRIG RN - RISER NIPPLE DP - DROP FF - FINISH FLOOR TS - TOP OF STEEL OTS - OPEN TO STRUCTURE COJ - CUT ON JOB 0 - EQ BRACING HANGER BRANCH LINE RESTRAINT - CENTER LINE - HYDRAULIC CAL NODE CM1.A - SPRINKLER MAIN FAB NUMBER - SPRINKLER LINE FAB NUMBER SPRINKLER TYPE / SIN NUMBER CONCEALED PENDENT RECESSED PENDENT UPRIGHT UPRIGHT INSTITUTIONAL PENDENT HSW RESPONSE QUICK QUICK QUICK QUICK QUICK QUICK MFG RELIABLE RELIABLE RELIABLE RELIABLE PICO RELIABLE MODEL SYMBOL G5 RAVEN Fl FR 5.6 5.6 5.6 5.6 5.6 5.6 THREAD 1/2" 1/2" 1/2" 1/2" 1/2" TEMP 165°F 155°F 155°F 200°F 165°F 155°F FINISH BRASS CHROME CHROME CHROME WHITE CHROME ESC WHITE CHROME QTY 54 8 59 2 WHITE 7 CHROME 1 TOTAL: 131 WASHINOTON STATE CERTIFICATE OF COMPETENCY TIRE PROTECTION SPRINKLER SYETERS Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. Signature 111 -12/31/24 REVISIONS MK DATE Columbia Fire 111 South Fincllay Street Seattle, WA MOS (206) 232-8569 Tukwila Justice Center 15005 Tukwila International Blvd Tukwila, WA 98188 JOB NO. 1903151 DATE 07/18/2019 DESIGNER Sau Lam PM Wes H. AHJ: CITY OF TUKWILA BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 FP EARTHQUAKE BRACING DETAILS NOT TO SCALE STEEL JOIST TACO FlG. 825 -` S I ttLJOIST TOLCO FIG. 825 STEELATTACH.--1■r'- TACO FlG.980 SWAYATTACH. wA TOLCOFlG.4L PIPECLAMP O Mar LONG. SWAY BRACE ilbSTEELATTACH. 1' SCH40 PIPE 45°-59° PERCAL Taco FIG. 980 SWAYATTACH. r TOCOFlG.1001 PIPECLAMP-_ iCI N- 1" SCH 40 45°-59°PERCAL LATERAL SWAY BRACE PIPE STEEL BEAM TACO FIG. 22.5---,....„.... STEEL ATTACH. SI ttl. BEAM TACO FlG, 825 STEELATTACH. TACO FIG.980 TACO FIG.980 -� 11.11--• SWAYATTACH. "/-- UPRIGHT OUTLET BRANCH LINEMil lil UPRIGHT cm SWAYATTACH. TACO FIG.4L PIPECLAMP . w�- .61"SCH40PIPE ' a TOLCO FIG.1001 PIPECLAMP . r'' 1"SCH40 PIPE `J 45°-59° PER CAL LATERAL SWAY BRACE II LONG. SWAY BRACE 45°-59° PERCAL 1 TO SPRINKLER HEAD 2k6"SIGNW/ i° LE I I tHING 1"BALLVALVE FOR DRAINAGE 1" SUPPLY 1"GROOVED COUPLING /- ACCESS PANEL AT5-0FF (BY OTHERS) 1"BUTTERBA1L VALVE W/ TAMPER (NORMALLY OPEN) ELEV CONT. PANEL DETAIL SCALE: NTS HANGER DETAILS NOT TO SCALE STEELJOIST/BEAM HANGERLABEL-12S SIEhLJOIST/BEAM HANGERLABEL-12S BRANCH LINE RESTRAIN DETAILS NOT TO SCALE STEEL JOIST/ BEAM RING HANGER W/SURGECUP FIG. #25 SURGE RESTRAINER HSW W/GUARD --T PLUG ELEVATOR PIT ELEV PIT DETAIL SCALE: NTS 0 CD SPRINKLER DROP DETAILS NOT TO SCALE ACTCEILING FLEX DROP MAX (4)90° BENDS. ADJUSTABLE HUB METALSTUD MOUNTINGBRA T.i. _ �\\111111111111111111�11■I0 BRANCH LINE - I - GWB CEILING ADJUSTABLE METAL STUD MOUNTING I FLEX DROP MAX (4) 900 BENDS MAX BRANCH HUB .------=-- :"• i I i"SELFTAPPING fail SCREW T - LINE 11 ■, -.0-MEfALSTUD 1, SUSPENDED SPRINKLER T-BARGRID PENDENT 11, SPRINKLER PENDENT r 111 IP "/-- UPRIGHT OUTLET BRANCH LINEMil lil UPRIGHT cm ' 'M' �// 1"SPRIG (VARIES) OUTLET BRANCH LINE REMOTE AREA NUMBER: 4 REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: COMMODITY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER CALCULATED: NO. OF SPRINKLER CALCULATED: TOTAL WATER REQUIRED: FROM WATER SUPPLY: AT THE BASE OF THE RISER: WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: SUPPLY FLOW: SOURCE: DATE: LEVEL 1 - AREA B CANOPY ORDINARY 1 N/A 0.15 GPM / FT' 1500 FT' (ACTUAL 1086 FT') 256 FT' QR 5.6K EC SIDEWALL 5 382.60GPM @ 64.976PSI 132.60GPM @ 55.131PSI AT THE TIME OF DESIGN: 103 PSI 57.0 PSI 3250 GPM WATER DISTRICT 125 2019 AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA SCOPE OF WORK: 1. COLUMBIA FIRE INC. SCOPE OF WORK IS TO INSTALL FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING TO COMPLY WITH NFPA #13-2016. 2. SPRINKLER PLAN SUBMIT TO THE CITY OF TUKWILA FOR APPROVAL. 3. MATERIALS PER NFPA #13-2016 EDITION STANDARDS. 4. TESTING PER NFPA #13-2016 EDITION AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 5. JOINING CF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 8. ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 'G ©IVIN`J:IUIM.1• E EL --1 -.. ' REA "` L• HJT / 2/2c- �. -CIRCULAT ,N A14�.._ on 21'-0 1/2 1 112"- ' 1..12.....:11'•2112.........._._ .... ...._.._. 11/2 14111/2c, 1 01:1.2.;8- 3a-7112-1'-6 1/ 1112 1112.2'-d0?J112»111229112 0'• 112 4112 1 1/2 °'.ct, 11I2.1O1!2 1.112,7•4.31;! 0e.6 _w ..... ,. 6'-2.._ 0'-1 i I i II¢ I 12o j� '-10112 1 ELE�Alo�3'i 1 MACHINE RG' 1 KB120> AUXILIARY DRAIN NOTES: 1. WHERE TRAPPED SECTION IS 50 GAL OR MORE THE AUX DRAIN SHALL CONSIST OF MIN. 1" VALVE AND PIPED TO AN ACCESSIBLE LOCATIONS. 2. WHERE TRAPPED SECTION IS MORE THAN 5 GAL AND LESS THAN 50 GAL THE AUX DRAIN SHALL CONSIST OF MIN. a VALVE W/ PLUG OR CAP. 3. WHERE TRAPPED SECTION IS LESS THAN 5 GAL THE AUX DRAIN IS NOT REQUIRED AND MIN.? OUTLET W/ PLUG OR CAP SHALL BE PROVIDED. SPRINKLER DEFLECTOR NOTES: 1. ALL UPRIGHT IN OBSTRUCTED CONSTRUCTIONS NOT TO EXCEED 22" BELOW DECK. 2. ALL SPRINKLERS ON EXPOSED PIPING LOWER THAN 7'-0" FF SHALL PROVIDE HEAD GUARD. EARTHQUAKE BRACING NOTES: 1, LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LATERALLY 2. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE PIPING BRACED LONGITUDINALLY. 3. LATERAL SWAY BRACING / BRANCH LINE RESTRAINING SHALL NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6" LONG (MEASURE FROM THE HANGER ATTACHMENT TO THE TOP OF PIPE.) 1 ,4'-101/:: _2'-9112 LEVEL 1- AREA A LEVEL 1 -AREA B co) 0 CLNESS ............. 12 O' •'-1 '$, 1 1/2 9'10112 ys Oy D -6 0'.4 c,a 1'-5 1/2 IRCULATION 8111 11126 11/2 ' 0'-4112 Iv 1._112...1.112 ............. ....1...112........... s........................ LEVEL 1 AREA C m 74 - NORTH 210 I I I 4 Graphic Scale 118"=1'-0" DRAWING ABBREVIATION DRAWING SYMBOLS FABRICATION SYMBOLS SPR - SPRIG RN - RISER NIPPLE DP - DROP FF - FINISH FLOOR TS - TOP OF STEEL OTS - OPEN TO STRUCTURE COJ - CUT ON JOB - EQ BRACING HANGER BRANCH LINE RESTRAINT - CENTER LINE - HYDRAULIC CAL NODE - SPRINKLER MAIN FAB NUMBER - SPRINKLER LINE FAB NUMBER SPRINKLER TYPE / SIN NUMBER RESPONSE LEVEL1 - AREA B - FIRE PROTECTION SCALE: 1/8" =1'-0" SPRINKLER LEGEND MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH LEVEL 1= AREA B LEVEL1-AREA C ISOMETRIC VIEW SCALE: NTS 0 th. ri4.L6 Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire • �e"ention Bureau for conformance with current City ,ndards. Accepn Jnr subject to errors and :Missions which 0o not .:+r+t` orIze violations of adopted '' Ndards and ordinance The responsibility for the .-iquacy of design :;: • totalis with tbe. designer, pions; deletio`,s .,-,isions to these drawings after nis nate will void Y,;,:,::c:pcancee and will require a I esubmltta° of r A'ln9 i'('rr suo.yeauent approval. Final acceptance i:; subject to field test and Inspection by The Tukwila Fire Prevention Bureau, Date: / -30-a.,0)* 5-1 1 KEY PLAN SCALE: NTS NORTH CANOPY J cie_vc1) Ict• - ESC QTY CONCEALED PENDENT QUICK RELIABLE G5 1/2" BRASS WHITE 40 UPRIGHT QUICK REIABLE 1/2" 155°F CHROME 47 UPRIGHT QUICK REIABLE 0200° 5.6 1/2" 200°F CHROME 9 DRY HSW QUICK TYCO TY3338 5.6 1/2" 155°F CHROME CHROME TOTAL: 102 WASHINOTON STATE CERTIFICATE OF COR FIRE PR ..... ION SPRINNLER SYSTEM Steve Adamson 4265-0691-C Level 3 Columbia Fire, Inc. COLUMF1952MG ExPires 12/31/20 REVISIONS MK DATE 11/01/19 REVISED PER COORDINATION /2\ 01/16/20 REVISED PER ASI#: 026 Columbia Fire 'PUNISH II SIRVICI mime 111 Sou th Findlay Street Seattle, WA 98108 (206) 232-8569 Tukwila Justice Center 15005 Tukwila International Blvd ks‘ Tukwila, WA 98188 JOB NO. 1903151 AHJ: CITY OF TUKWILA DATE 07/18/2019 DESIGNER Sau Lam PM Wes H. SCALE BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 GC: Bill Brown (206) 492-0363 FP